1. The fundamental problem
2. The social entrenchment of mediocrity
3. Bridge criticism
3.1 What is my aim in reviving bridge sriticism as a genre?
3.2 Who should write bridge criticism?
3.3 What kind of bridge is worth criticising?
3.4 In what form should bridge criticism be presented?
3.5 From which perspectives can bridges be analysed?
4. A brief overview of bridge aesthetics
4.1 The established framework
4.2 Calatrava's triumph - the postmodern period
4.3 The post–Calatrava period - the post–postmodern era
4.4 A review of developments in Hungarian bridge aesthetics over the past two decades
5. The difference between the engineering and architectural ways of thinking
6. A human-centred framework for bridge aesthetics
6.1 Critique of the established framework
6.2 Paradigm shifts
6.3 The relationship between context and human experience
6.4 Context–oriented bridge categories
6.5 The human–centred approach
6.6 Interpreting the human–centred approach through examples
6.7 Structural elegance
7. Bridge aesthetic criticism of Hungarian bridges with inclined monopylons
7.1 Esterházy Bridge in Kaposvár (2020)
7.2 Robinson Bridge in Budapest (2023)
7.3 Monostori Bridge in Komárom (2020)
8. Recommendations for moving forward
9. Summary
10. References
In my view, not a single bridge has been built in Hungary in recent decades — or perhaps even in the past hundred years — that could compete aesthetically with the finest bridges produced by leading international design practices. Something began with Széchenyi Chain Bridge and culminated in Szabadság (Liberty) Bridge. With the construction of the old Elisabeth Bridge, Hungarian bridge design set off in a different direction. There have been several promising attempts since then, but some seemingly minor detail has invariably weakened the composition as a whole.
Hungarian bridges of recent decades are, for the most part, mediocre and technically uninspiring, with few carefully resolved details — if, indeed, there is anything that can properly be called a detail. There is an enormous spectrum between uncompromisingly clean minimalist structures and richly articulated, even Art Nouveau, bridges; modernity does not require the abandonment of carefully designed details. It is convenient to shelter behind the rhetoric of structural simplicity and assume that once the structurally correct solution has been found, an economical and beautiful bridge has automatically been created. A beautiful bridge always contains something more — in both the literal and the figurative sense.
A small number of Hungarian bridge designers are deeply committed to their profession and capable of conceiving beautiful structures. Yet they may compromise the refinement of details because of insufficient design time, or be forced into compromises at an early stage that visibly erode the original idea. This could be improved only by allowing more time for design and by developing the skills needed to prevent the gradual loss of aesthetic quality. Deficiencies in detailing can exact a heavy price, in some cases fundamentally altering the appearance of the completed bridge.
This essay cannot provide anyone with additional design time, but I hope that the new approach introduced later will prove useful in developing the practical, almost instinctive knowledge required to avoid such losses in quality.
Readers
who may find
the rather bitter
and necessarily subjective criticism of the system in the following
section distracting are
welcome to proceed
directly to the more objective and professionally
focused Section 3, which addresses
bridge criticism itself.
Please welcome a brief disclaimer from a Central European mind. My English is functional but inherently limited, so you will undoubtedly stumble upon some bizarre phrasing and unnatural collocations. Furthermore, it is worth noting that this essay is merely a translation of the Hungarian text; as such, it likely falls short of the traditional conventions and requirements of English essay writing. More than that, you might sense a distinct wave of Eastern European melancholy drifting through the lines. Please bear with my linguistic quirks and our regional habit of turning everything into an existential lament.
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Every system of power,
old or new, has tended
to favour mediocrity. Mediocre
individuals — and mediocre societies — are
easier to
control; compounded
by adverse selection, this can damage
an entire society. There have always been, and will
always be, those who are “more equal
than others”: beneficiaries
of patronage and old-boy networks, party loyalists, political
appointees, favourites and cronies. If
questions of public policy are decided
exclusively by people who may possess legal qualifications
but lack the relevant specialist knowledge,
while professional arguments are disregarded,
economic decline becomes difficult to avoid. The arrogance of power knows
no bounds, and the same
attitude can
be reproduced
at lower levels
of authority. Politically
well-connected officials,
repeatedly rotated
through public positions
for which they may have little substantive
expertise, remain numerous. Under
pressure to conform, many fall into line,
while others are left
isolated with their opinions. This pattern
has persisted in Hungarian society across successive political systems. The “ideal” voter, colleague or client
is too often
imagined as
someone without an independent view: someone
who agrees with the superior
and nods enthusiastically. When ignorance, mediocrity, pettiness and a lack of self-awareness
are added to this culture of conformity, a toxic atmosphere emerges — one that suppresses
creativity, independent judgement and the possibility of progress. Where a healthy
plurality of viewpoints is replaced by a single authorised
narrative, it becomes easier to
silence or ignore criticism than to answer it substantively
or engage with it in
genuine debate.
Unfortunately, the engineering profession
is no exception; the same dynamics are at work within it. The bridge-engineering community is particularly exposed
because most
firms depend
heavily on public
commissions, and servility can therefore become
more concentrated at every level. It would be
self-deception to imagine that, beneath a merely political mask of compliance,
the profession is inwardly a vibrant and creative community. There
is only one professional culture, and its internal habits
inevitably shape its external behaviour. The Hungarian market is small — if it can meaningfully
be called a market at all. Clients are often not incentivised to
create competitive conditions capable of identifying
the best designer or contractor. In many
cases even the initial requirements are not defined with sufficient clarity because the
priorities of the commission itself remain unresolved. Design
competitions are rare, and there is
no established jury culture
capable of
evaluating proposals
simultaneously on professional, aesthetic
and economic grounds. The Galvani Bridge competition — the
only recent process of comparable scale — was itself
open to criticism in several respects. Lowest
price can prevail while the quality of the technical content receives little
meaningful weight.
The result
is a distorted
market, declining quality and an ever-widening gap between
Hungarian bridges and the standards of design resolution, detailing and
sustainability achieved internationally. Many participants — honourable
exceptions notwithstanding — have either resigned themselves to this situation or
were never socialised into a culture that places a premium on quality. The
specifically Hungarian “Pató Pál” attitude — procrastination combined with the
conviction that “this will do well enough” — is rarely
recognised by
those who
embody it,
yet it can be remarkably
effective at obstructing colleagues who expect
more.
The
decline of the profession begins with low admission
thresholds and continues through a university system
that still carries
the remnants of Prussian-style
education while
often failing
to provide tangible practical knowledge. In professional
practice, instead of acquiring the hoped-for holistic understanding,
young engineers
are too often offered little more than the prospect of becoming highly specialised
professional barbarians. At the same time, professional organisations
struggle for relevance;
communities and conferences have lost much of their
former significance,
and substantive engagement
with current Western European bridge-engineering practice remains limited.
Isolation encourages inward-looking standards and inevitably devalues professional values, opportunities for recognition and even
awards. In public-vote competitions, a two-digit
number of votes may already
be sufficient to win — an indication of the lack of both
professional and public engagement. We are approaching a
situation in which there are more awards than engineers. The proliferation of new
prizes can
itself become a symptom of the age:
when the causes of decline
are not addressed, symbolic
gestures substitute for substantive action. The old observation about
state honours increasingly applies elsewhere as well: awards are not so much
received as bestowed. Sándor Weöres’s
remark is
equally apposite:
one should not refuse an award; one should
behave in such a way that it is never offered.
The
engineering profession — and bridge engineering
in particular — therefore
pays a high price for the absence of criticism. Criticism is not part of
engineering education. Within professional practice,
colleagues rarely criticise one another publicly,
partly for fear of legal consequences and,
more delicately, in the
belief that
silence protects the profession’s reputation, dignity and prestige.
Public criticism is not something to fear. We need to learn to live with it and to accept a
degree of confrontation if we genuinely want
change.
In what follows, I
shall focus
on one
specific form of
professional criticism: bridge criticism.
It is perhaps worth
recalling that,
in the early period of modern bridge engineering, following the emergence of iron and steel railway bridges in the nineteenth century and
in the intellectual
aftermath of the Enlightenment,
leading engineers such as Telford, Brunel and Stephenson engaged in vigorous public debate. They were rivals,
sometimes intensely so, but their disagreements
generally remained within a recognisable
culture of professional argument. Criticism formed part of everyday engineering practice. At some point, that culture was largely lost.
The word criticism
derives from the Greek krinein: to distinguish,
judge or decide.
Criticism is therefore an act of judgement. It can be destructive,
but it need not be. Anyone may express an opinion regardless of preparation or knowledge; substantive criticism,
however, requires expertise. The critic’s personality, knowledge and
experience matter greatly,
but even these are insufficient
without access
to the relevant information. Bridge design is
shaped by numerous
constraints during planning
and construction,
and criticism that
ignores them
can easily
become superficial.
A critic does not carry
out a complete structural analysis or prepare
a cost estimate for every conceivable
alternative. Much of
the decisive knowledge concerning a bridge remains with
the small group of engineers
directly involved in its design. If designers
were completely candid about every difficulty
and compromise encountered
during the process,
criticism could
operate on
firmer ground. Some
colleagues would be naturally suited to such
openness; others
might use
the opportunity
merely to feed their own egos.
During my doctoral
studies I gained a limited insight into
architectural education. One of its important features is that students are
encouraged to criticise, present and
defend design proposals.
Everyone hears the
criticism directed at each project and observes how
the designer responds.
Engineering education rarely offers an equivalent culture of open design review,
except perhaps at final
examinations — where, admittedly, committee members are sometimes capable of remarks more absurd than those made by the student.
Architectural criticism comes closest to the field of bridge
criticism, which unfortunately does not exist in Hungary today, so it is worth examining
this field
somewhat more closely at the outset. An
architectural critic may be a practising architect, an architectural theorist or
an art historian. Because of the closed nature of the profession, a practising architect risks,
to a greater or lesser extent, his or her
own professional career; consequently, genuinely candid
criticism is often difficult
to formulate. In such cases criticism can
deteriorate into a vacuous, empty, merely descriptive
account of the work. The perspective of an outsider — an
architectural theorist or art historian — may
be illuminating in many respects, but without
practical architectural experience the criticism
inevitably loses some of its complexity. Between
2000 and 2008, passionate architectural debates still took
place on certain online platforms. Buildings designed by leading figures of the profession
frequently became targets of criticism and,
unsurprisingly, the older generation's
architectural 'demigods' did not always receive
such criticism well. Nor is it surprising that one
critic, who participated in the professional
community both as a university lecturer and as a practising
designer, gradually found the air around him
becoming thinner.
Several years
had to pass, and he had to transfer to another university, before he was
finally given the opportunity
to pursue his doctoral degree. Another
architect addressed architectural criticism
in a DLA dissertation, collecting the views of 61 prominent architects on what they expected from Hungarian architectural criticism and how satisfied — or dissatisfied — they were with it.
In brief, the majority objected to criticism
that was timid, servile, vacuous, merely descriptive and impersonal. There was a broadly shared demand and expectation for criticism of precisely
the opposite character. Unfortunately, no such transformation has occurred over the past
decade and a half; if anything, Hungarian architectural criticism
has become even more characterless.
An important question is whether it is possible to
differentiate between whom and how one should criticise. Gotthold Ephraim
Lessing, who was one of the most prominent figures of the Enlightenment,
expressed this very vividly: 'If I were commissioned as a Judge in Art, this
would be my scale of tone: gentle and encouraging for the beginners; admiring
with doubt, or doubting with admiration, for the masters; positive and
repellant for the botchers; scornful for the swaggerers; and as bitter as
possible for the intriguers. The Judge in Art, who has but one tone for all,
had better have none.' (Bayard Taylor, Studies in German Literature, G. P.
Putnam's Sons - The Knickerbocker Press, New York & London, 1895)
Time
also changes the
nature of
criticism. In the case of an older building
or bridge, a substantial
body of knowledge and relatively
settled judgement
may already
exist; with
a newly completed structure, subjective interpretation inevitably plays a larger
role.
Criticism is
primarily textual,
but photographs and drawings can greatly reduce
the ambiguities of language. In bridge criticism, visual material should therefore
function not as decoration but as evidence, argument and counter-argument.
I have no degree in the humanities and do not regard myself as an aesthetician,
so I do not intend to become entangled
in lengthy discussions of the origins, heyday
or decline of criticism. I have always found it
dissonant when an engineer acquires a little
superficial knowledge and immediately
imagines himself an authority
in an entirely
new field. Criticism must therefore be accompanied by self-criticism;
everyone should begin with themselves.
Book, music and art criticism
are gradually losing
their former cultural position, and
architectural criticism risks the same fate if it
degenerates into descriptive prose devoid of substantive relationships. This is partly a consequence of the
decline of print
as the dominant medium. Few people today will read a long
essay about a bridge.
The genre
therefore needs
a different balance of text and image: concise argument supported
by strong
visual evidence. Within the limits of my own
resources and abilities, I intend to experiment with
that balance from time to time in the
hope of finding
an effective form.
Yet the present,
confusing, post-critical period is precisely when well-argued opinions, an ability to
identify what matters and a genuinely holistic perspective are most needed. People increasingly hesitate
to speak openly for fear of offending
interests or suffering professional consequences. Most remain silent and wait for
someone else to act. Instead of forming professional
alliances, they
underbid one another. Standards decline
while an immeasurable volume of information pours over us. Public affairs are
increasingly consumed through seconds-long
reels and social-media
posts. As attention becomes fragmented, the value attached
to systematic work erodes with it. Few are willing to remain
with a problem for any length of time. Yet a thorough analysis, review or critique
can neither be produced nor read in a minute or two; only disparaging or sensationally negative information can be compressed so easily.
For me, criticism is an analytical method for navigating
aesthetics. Its primary purpose is to identify
details and solutions that deserve to become examples
for others, while also
naming unsuccessful
decisions and explaining why they fail. Meaningful
development also requires clients to formulate briefs that explicitly permit
and encourage innovation, while ensuring
that recurrent shortcomings identified through criticism are not simply
reproduced. The establishment of a critical culture is therefore at least as important for clients as it is for designers.
Engineers learn at least as much from the designs and mistakes of
colleagues as from their own projects.
Rather than a succession of superficial ten-
or fifteen-minute
conference presentations and similarly perfunctory annual training sessions, we need detailed
discussions of specific bridges. That would require a genuine change in professional culture.
I have no illusions: comfortable habits are always difficult to abandon.
As noted above, anyone can express
a critical opinion. In
practice, however, bridge engineers and architects are the two groups most likely
to possess the necessary background for serious bridge criticism. I would expect engineers to be
more strongly structure-centred, while architects might
pay greater
attention to
context and to the coherence
of the whole. As a self-appointed
critic, I consider both perspectives indispensable.
In my view, a
holistic bridge critic should be someone:
Any bridge
can be subjected
to criticism,
but not every
bridge necessarily warrants it. Nor do I intend
to write, on each occasion, about a single bridge
in isolation.
My aim is instead to
examine groups of bridges connected by
some common characteristic. To make such
comparisons relevant to professional development in Hungary, the group under scrutiny would always include
one or more Hungarian bridges.
A bridge may become
a worthwhile subject of criticism whenever it possesses some positively distinctive
quality or genuine originality, or when a
particular detail has been resolved in an exemplary manner. The converse is equally true: criticism is also justified when a bridge is problematic in some respect, painfully mediocre, or characterised by
solutions that are confused, discordant or
otherwise disturbing.
The aim is to produce criticism that is concise, focused and accessible, free of unnecessary professional jargon and supported by as much visual material as possible. I hope that the essence of an argument can often be captured through photographs, comparative images and massing models. Perhaps the most effective device would be the use of paired images, allowing a before-and-after condition, or two alternative solutions, to be read directly against one another. I want to avoid empty, formulaic statements that say very little. Visual communication seems to me a far more powerful instrument, so I would retain the principle that ‘a picture is worth a thousand words’. If an image captures the reader’s—or viewer’s—attention, they may then be willing to engage with the accompanying text as well. I am myself strongly visually oriented; accepting the growing importance of visual culture, it therefore seems entirely natural to me to communicate through images as well as words.
I have read a considerable
number of bridge critiques by both
engineers and architects, mostly in English. I have also
had the
opportunity to see, hear and read a wide range of Hungarian and international
reflections on bridge aesthetics, sometimes addressing
individual bridges in
detail. With
relatively few exceptions, however, I have found
them rather superficial. It is frustrating
when someone is unable to formulate an
independent thought beyond the enduring criteria
set out by Vitruvius or Leonhardt. To me,
this indicates a
lack of critical perspective: the author is unwilling to step outside
the ‘comfort zone’ defined by the great
thinkers of the profession and merely recites
the established lesson.
Numerous
critical criteria can
be formulated
which, in my view, extend beyond Leonhardt’s framework. Naturally,
almost anything can be simplified and generalised, and ultimately almost everything can be traced back to Vitruvius’s architectural triad
of firmitas, utilitas and venustas — strength,
utility and
beauty. The purpose of criticism, however,
should not be generalisation. On the contrary,
it should
identify criteria
that are as specific as possible and as closely
focused as possible on the particular
bridge under examination.
One such perspective
is the extension of functionality. Bridges were once conceived almost
exclusively as single-function
structures, whereas
urban bridges incorporating
additional functions are now becoming increasingly
common. If
this idea is pursued further, the value of
such a bridge cannot be measured solely in monetary
terms. The quality of the user
experience exceeds the directly monetisable
value represented by construction cost alone, and the
concept of economy must
therefore also be reconsidered.
Another potentially fruitful
line of analysis
is the identification of the characteristic architectural and formal signatures of leading
bridge-design practices.
In
engineering debates about aesthetics, disagreements
are often dismissed with the phrase ‘there
is no point arguing about taste’. That might be
true if we were discussing those layers of
taste that belong to the private sphere — whether one
prefers sweet or
savoury food, brunettes or blondes.
Taste is plural, and each of us contains a mixture of preferences. The disputes I
have in mind,
however, often
reveal gaps in knowledge; they could therefore
be debated meaningfully
if the participants possessed
an adequate basis of knowledge. At that point
we are no longer
really speaking about taste. The more
appropriate term, also used in
aesthetics, is a sense of quality: the cultivated
capacity to distinguish between different
levels of quality in any field for
which one possesses
sufficient critical judgement,
cultural knowledge, practical experience and, perhaps, an
innate sensitivity. In other words, an individual’s
intuition may appear
subjective, yet it is in fact informed by extensive practical experience and by sustained exposure to a very
large number of paintings, works of
art or bridges. The structure and syllabus of my course on the Aesthetics of Bridge
Structures are
intended precisely
to help students acquire and integrate
the knowledge required for such a sense of quality
to develop. Syd Solomon expressed the
same idea,
in deliberately simplified form and within his own artistic
field: ‘how can you tell a good painting from a bad one? [...] all you
have to do my dear,’ he said, ‘is look at a
million paintings, and then you can never be mistaken.’
At the same time,
anyone who attempts to derive every judgement exclusively from rational criteria will be unable to grasp the internal irrationality of a
painting, a work of art or a bridge — assuming, of
course, that the work possesses such a dimension. ‘Internal
irrationality’ does not mean that the work
is meaningless or chaotic; rather, it means that
understanding it also requires intuition, subjective experience and perception
that cannot
be reduced entirely to explicit rules.
Another frequently misunderstood term is
‘holistic’. A holistic
reading of a bridge should not evoke
esoteric or spiritual speculation, transcendental digressions,
or attempts to
discover the role of God in the structure. It simply means
examining and analysing
the bridge comprehensively, as a whole.
Directly or indirectly, many engineers and architects have dealt with bridge aesthetics from ancient times to the present day, just think of the previously mentioned Marcus Vitruvius Pollio, Leon Battista Alberti, Andrea Palladio, Fritz Leonhardt, David P. Billington, Alan Holgate, Bill Addis, Christian Menn, Michel Virlogeux, Santiago Calatrava, Mike Schlaich, Joris Smits or even the anonymous writer of the Happy Pontist blog. Their thoughts have been compiled in various books and writings; upon discovering them for the first time or re–reading them, I was delighted to find that they expressed many ideas with which I resonated. These writings are invariably based on the authors’ decades of practical experience, so there can be no doubt as to their credibility.
The fundamental architectural principles formulated by Vitruvius in Ten Books on Architecture (c. 30 BC) have accompanied
us for two millennia, and it is no
coincidence that they reappear in virtually every later
work on the subject. Fritz Leonhardt's
Bridges: Aesthetics and Design (1982) is no
exception. Leonhardt's principles can be understood as a modern, engineering-oriented
development of Vitruvian
thought focused
specifically on bridge architecture. His
book forms the backbone of the literature on bridge aesthetics and is cited or discussed by almost every subsequent author. Yet time has inevitably passed
over it as well,
and it would now
be worthwhile to reinterpret and update its
framework for future generations.
Vitruvius’s architectural philosophy rests on three fundamental concepts. In
his formulation,
a building can be considered
successful only when it satisfies all three basic requirements
simultaneously and to an equal degree.
The three concepts are as follows:
Less frequently quoted is the fact that Vitruvius also identifies six principles — guiding concepts — of architectural composition:
The first four of these six principles help to articulate the meaning
of Venustas, while the last introduces the economic dimension
that is so often
thought to be missing from the Vitruvian triad.
Leonhardt’s richly illustrated and exceptionally detailed book has become a foundational work in
the literature of bridge aesthetics. His
recommendations and observations are consistently supported by examples in the form of drawings
and photographs. His objective was
to extend Vitruvius’s architectural principles into
the field of bridge design.
He organised aesthetic considerations into ten criteria
intended to promote the design of beautiful — and, more
precisely, aesthetically
accomplished — bridges.
The ten guidelines are:
Leonhardt also emphasised the unity of aesthetics and
ethics. His ethical position
encompasses the complete fulfilment
of functional requirements, minimum use of material, care in construction and responsibility towards nature.
He demands humility and modesty from the designer.
Self-serving bridge forms
generated by
excessive ambition, vanity or the desire to
impress would, in his view, deserve uncompromising
rejection. His position can at times appear
almost ultra-conservative — a stance that remains
readily recognisable within Hungarian bridge engineering, where the majority
of the profession
still shares many of Leonhardt’s convictions.
Leonhardt’s conservatism naturally influenced later
authors as well, and for a time it appeared that subsequent
theories would simply continue to be refined within this established
framework. In The Tower and the Bridge: The New Art of Structural
Engineering (1983), David P. Billington argued
that certain engineering structures can be understood
as works of art in their own right. Structural art,
in his formulation, constitutes an artistic domain
distinct from
architecture. The art of the structural engineer is governed
by three principles — the ‘Three E’s’:
Like many bridge designers, Billington greatly admired the innovative reinforced-concrete bridges of the Swiss engineer Robert Maillart. One of Maillart’s best-known works is the Salginatobel Bridge near Schiers, completed in 1930. Its beauty and structural clarity are internationally recognised, and the bridge has effectively become a benchmark by broad professional consensus: an example that satisfies Billington’s principles, as well as the principal criteria formulated before him, to an exceptional degree.
The Swiss
bridge designer Christian Menn likewise gained wide recognition for the austerity
and clarity
of his structures. In
his deck-arch bridges, he replaced the
parabolic curve traditionally used to
describe the arch with a polygonal line,
which he considered an even more exact
expression of the flow of forces. Menn himself acknowledged the
profound influence of Maillart’s philosophy
and structural language
on his work.
It is readily apparent
that the modernist paradigm represented by
Leonhardt and Billington — grounded in rationality and efficiency
— could scarcely be taken further along the same trajectory. The period’s architectural maxim
‘form follows function’ was arguably realised
even more completely
in bridge engineering than in architecture.
It is important, however, to recognise the economic
conditions under which the idealised structural form, optimised for minimum material consumption,
emerged: labour was substantially
cheaper relative to construction materials
than it is
today. The falsework
required for Maillart’s valley bridge, for example, would now be difficult to justify economically. Prefabrication and the drive to minimise
on-site labour
have fundamentally altered the design conditions. The meaning
of economy has changed as well. Construction cost
is no longer the only measure; the value
generated by
a bridge, its
wider economic
benefit and
even its contribution to tourism can also form part of the
equation. Nor must a bridge’s function be limited to crossing. Increasingly, the
expectation is that people should not
merely move
at a constant speed
along a uniformly narrow footway, but should
also be able to sit, pause and look
around on a bridge designed to accommodate such
additional functions.
The undisputed superstar of bridge and architectural design in the 1990s and
2000s Santiago Calatrava. The 1992 Barcelona Olympic
Games and the Seville World Expo held in the same year brought his decisive
breakthrough and international fame. His imaginative, often kinetic buildings and spectacular bridges achieved extraordinary
public and professional visibility.
As a university student specialising
in bridge engineering, I found the constant succession
of his distinctive
new bridges immensely inspiring; they even shook Hungarian bridge
engineering out of
something approaching
apathy. I saw him as
a modern-day Gaudí, creating
structures that were expressive,
hierarchical and, not insignificantly,
white. Many of
us were probably hungry
for individuality and beauty, and Calatrava
supplied both
in abundance.
My judgement of him changed somewhat once I became
a practising engineer, although I was always able
to distinguish between
the designer capable of creating an extraordinary
formal language and the more commercially
driven side of his practice. When I established my
university course a little over a decade ago, I began
to examine
this duality more
closely in
order to arrive at a more complex assessment
of his work.
Calatrava was born near Valencia, the youngest of five
children. As a young man he studied fine art in Paris, then architecture in
Valencia, graduating
in 1974, and subsequently
civil engineering in Zurich, graduating in 1979. Modern architecture — particularly the work of Le Corbusier — was a formative influence. Le Corbusier’s
only building in Zurich, incidentally,
stands very close
to Calatrava’s present home there. Through
his influential Swiss wife he gained access to senior
business circles; later, his wife, who was trained as a lawyer, also became his manager. Their
roles developed into a highly effective
division of labour: Calatrava concentrated
on design, while she
oversaw the legal and financial affairs of the expanding practice.
Calatrava’s rise was closely intertwined
with Spain’s economic expansion following accession to the European Community. A
decisive moment came with Expo ’92 in
Seville and the construction
of the formally radical Puente del Alamillo;
the same period also produced his communications tower for
the Barcelona Olympics and the Bach de Roda bridge. His
increasingly ambitious structures attracted enormous
attention, made him internationally famous almost
overnight and, at the same time, helped project an image of Spain as a modern and innovative country. The so-called Bilbao effect matured
during the
same period
and further strengthened
Calatrava’s position. Bilbao, an industrial city struggling with high
unemployment and severe environmental pollution, sought regeneration through culture and tourism.
Frank Gehry’s Guggenheim Museum (1997) and Calatrava’s Zubizuri arch bridge (1997) became part of that
transformation. These iconic projects placed
the city on the global tourist map and
attracted millions of
visitors in the first few years. Many cities subsequently
attempted to reproduce
the formula, although Bilbao remained the
most celebrated example. Valencia,
Calatrava’s home city, followed a comparable path,
commissioning not only bridges but also
futuristic buildings. During the following decade
his projects proliferated internationally. The 2008 financial crisis, however,
abruptly changed the climate: construction activity slowed, and many clients
were forced to
confront the scale of the cost overruns associated with
highly ambitious
signature projects.
Calatrava had studied under Christian Menn
at ETH Zurich, attending
his courses and completing
his degree under Menn’s supervision
in 1979. Menn adhered to rigorous
engineering principles and regarded even relatively modest cost overruns as unacceptable. Although he
recognised Calatrava’s originality and
talent, he did not share his enthusiasm for increasingly extravagant bridge forms. Calatrava himself
has on occasion
referred to the importance
of Vitruvian principles, yet the relationship between those principles and the
commercial structure of his commissions
became increasingly
difficult to reconcile. According to the
account discussed here, contracts prepared
by his wife linked the
design fee to
a percentage — typically 12–16 per cent — of
the final construction cost. Many of his buildings and bridges experienced substantial
cost overruns, sometimes several times the original
budget. In
the Valencia projects, the resulting fees were
correspondingly very high. Such arrangements may have been accepted in parts of Southern Europe, whereas in Sweden, for example, they were
regarded very
differently. For the Turning Torso in Malmö — Calatrava’s
first skyscraper — the fee was ultimately
negotiated as
a percentage
of the original budget rather than of the final
cost. The building itself nevertheless cost roughly
twice the initial
estimate and required the resolution of numerous
structural difficulties, but the design fee
did not rise in parallel.
As municipalities
in several countries faced severe financial consequences,
Calatrava’s name increasingly became associated in public debate with spectacular architecture
accompanied by equally spectacular cost escalation; a dedicated website
was even created to catalogue
such overruns.
Alongside
the exceptionally high fees, the growing number of design and construction defects also attracted
attention. Problems ranged from slippery glazed
walking surfaces on bridges, through water
ingress at
difficult-to-construct building joints, to
pieces of façade mosaic becoming detached. Several
of these cases
led to legal disputes. Out-of-court settlements and compensation awards
did not destabilise the practice, but
the volume of commissions
declined markedly.
If these controversies are
set aside,
Calatrava’s bridges remain particularly interesting
from a structural point of view. My own assessment
is informed not only by published material
but also by
numerous first-hand observations made
while visiting his buildings and bridges.
The formal language of
Calatrava’s structures is, almost without
exception, distinctive, iconic and visually arresting; their
relationship to context and their integration with
the surrounding environment,
however, are
often more questionable. They are
unquestionably works of art, and in some cases approach
sculpture more closely than conventional engineering structures. To an observer without a
background in structural mechanics, their hierarchical organisation can create the impression that every
element is
governed directly
by the flow
of forces and the requirements of load transfer. Calatrava
also deploys
an extraordinary repertoire of meticulously designed details of very high
aesthetic quality, which can make the composition appear
entirely coherent. Yet when a structurally
trained observer attempts to follow the actual
load paths,
contradictions begin
to emerge.
The suspicion
gradually arises
that the graceful, slender form generated by
the iconic gesture has been given priority, while
structural engineering has subsequently been required to make that form work through concealed stiffening, local reinforcement,
unusually large
quantities of material or high-strength steel. The
result nevertheless
preserves an appearance of simplicity, because the visible
structure is typically composed of slender, white, almost
skeletal elements.
The inclined steel pylon of the Puente del Alamillo has no conventional back-stays;
instead, it
is filled with concrete so that its mass can
act as a counterweight. The price of the distinctive
form is therefore
substantial additional
material — figuratively speaking, enough material for several more conventional bridges. Similar questions
arise when
examining Calatrava’s inclined pylons in the Netherlands: does the pylon support the deck, or does the deck effectively anchor
the pylon? On the Zubizuri footbridge, the
slender cables function to a considerable
extent as visual elements; they carry relatively little load and are prone to vibration, while the glazed deck proved
slippery and
was subsequently covered with a rubber surface. At the tip of the
exceptionally slender steel pylon of the Samuel Beckett Bridge, very high-strength
steel and substantial plate thicknesses were
required in order to preserve the intended geometry.
The shallow arch of the Quarto Ponte sul Canal Grande in Venice, meanwhile,
generates large horizontal reactions under loading,
placing demanding requirements on the
foundations.
Taken together, these
examples show that extreme slenderness can
require both
exceptionally high-quality
materials and unexpectedly large quantities of them.
The consequences include substantial self-weight, complicated joints, fatigue-sensitive
details and dynamically demanding behaviour. Glazed walking surfaces may be visually seductive but
problematic from the standpoint of safe and comfortable
use. Despite years of adverse user
experience, Calatrava has repeatedly returned
to such materials
because visual effect appears to carry greater
weight in the design hierarchy than usability. Returning
to Vitruvius’s triad, one might say that in many
Calatrava projects
the balance has shifted decisively towards Venustas — beauty — at the
expense of a
fully convincing equilibrium with Firmitas and Utilitas.
Calatrava was, of course, not the only designer to produce bridges of iconic quality during this period. In chronological order, Michel Virlogeux’s Pont de Normandie (1995) is perhaps one of the most accomplished cable-stayed bridges of its generation. Its symmetrical two-pylon arrangement uses inverted-Y pylons, with the traffic lanes passing between the legs. The relationship between pylon height, main span and deck width produces an exceptionally slender and well-proportioned composition that has become a benchmark for many designers. Rotterdam’s Erasmusbrug (1996), designed architecturally by Ben van Berkel, takes a very different approach: its asymmetrical cable-stayed system, kinked and inclined pylon and backstays have made it one of the city’s defining landmarks. In Paris, Marc Mimram’s former Pont de Solférino (1999), now the Passerelle Léopold-Sédar-Senghor, connects both the lower and upper quays. Its generous timber-decked pedestrian route, street furniture and central stair create more than a simple crossing. London’s Millennium Bridge (2000), designed by Arup, Foster + Partners and sculptor Anthony Caro, likewise became iconic, although for an initially unfortunate reason: excessive lateral movement under pedestrian loading forced its closure only two days after opening. Following additional work and expenditure of roughly £5 million, it reopened successfully about eighteen months later. Gateshead’s Millennium Bridge (2001), designed by engineers Gifford with architects WilkinsonEyre, offered another distinctive response: a movable pedestrian and cycle bridge whose paired arches rotate to permit navigation. In southern France, the Viaduc de Millau (2004), designed by Virlogeux in collaboration with Norman Foster, carries a motorway across the Tarn valley on seven cable-stayed pylons. Here the pylons and the cable planes are positioned on the deck centreline, producing a remarkably coherent long-span composition. Dietmar Feichtinger’s Passerelle Simone de Beauvoir (2006) in Paris, like Mimram’s earlier footbridge, links the upper and lower quays; its broad, undulating timber-clad pedestrian route and integrated street furniture transform the crossing into a spatial experience in its own right.
The period from the 2008 financial
crisis to the present has no longer been defined primarily
by star architecture whose ambition is accompanied by
recurrent cost overruns. Financial restraint had a sobering effect. In most cases, more rational buildings and
structures have
returned to the foreground,
fortunately without a corresponding retreat from the higher aesthetic standards established during the preceding decades.
Calatrava’s Oculus (2016) in New York, for example,
ultimately cost around twice its original budget — approximately
USD 4 billion rather
than USD 2
billion — which understandably
attracted considerable
public criticism.
The recently completed Gare de Mons railway station (2025) in Belgium became notorious for a
cost increase
of more than an
order of magnitude and for opening roughly
a decade later
than originally planned. The cost of Zaha Hadid’s Aquatics Centre (2012) for the London Olympics approximately
tripled, while her futuristic stadium for the Tokyo Olympics was
abandoned after the projected
cost had risen
dramatically. Zaha Hadid Architects’ bridges are likewise highly distinctive,
but budget discipline
has rarely
been their
defining characteristic. The Danjiang Bridge (2026) is an exceptionally elegant
structure; even before completion, however, reports were
already indicating a
substantial escalation
in cost.
This period is characterised above
all by sustainability, digitalisation
and increasingly sophisticated computational design.
Parametric methods, pioneered architecturally by Zaha Hadid and her collaborators, opened new formal
possibilities for many others as
well. The angular fragmentation
associated with early deconstructivism — exemplified
by the Guggenheim Museum in Bilbao or by
Hadid’s earlier buildings
— has gradually given way to another formal
language for which no definitive label has
yet emerged. The transformation
is particularly visible
in Hadid’s work: sharp,
fractured geometries
have increasingly been replaced by continuous, fluid and organic forms. Digital
tools have
removed many
of the former
geometrical limitations on architectural imagination. In bridge design,
however, fabrication, erection technology and cost
continue to impose very real constraints on that freedom. At the same time, environmental responsibility and resource efficiency
have become
increasingly important design considerations.
A number of smaller specialist
practices have also become
important participants in this development
and, in my view, often
display an even stronger
commitment to raising the architectural quality
of bridge design. Among them are Knight Architects, Moxon Architects and Ney&Partners.
During my studies at the Faculty of Civil Engineering of the Budapest University of Technology and Economics between 1996 and 2001, bridge aesthetics was, to my regret, essentially absent from the curriculum. The only course worth mentioning in this respect was Lajos Kollár’s Design of Engineering Structures, which touched upon ideas also discussed in The Aesthetics of Engineering Structures, co-authored with Ferenc Vámossy. More troublingly, there was not a single lecturer whose own bridge-design work could have served as a significant aesthetic precedent. It already felt exceptional when a lecturer possessed substantial professional design experience at all — for example Dénes Dalmy, László Jankó or István Szatmári. Further west, the connection between teaching and high-level professional practice was far more common: Fritz Leonhardt, Frei Otto and Jörg Schlaich taught in Stuttgart, while Mike Schlaich later taught in Berlin. Hungary, meanwhile, was building very few major bridges. The Rákóczi Bridge, then still generally known as the Lágymányosi Bridge (1996), and the reconstructed Mária Valéria Bridge (2001) were among the relatively rare exceptions. As I recall, the Aquincum Bridge project also gained renewed momentum during this period, generating a series of preliminary design variants of widely varying aesthetic quality. My own MSc diploma project became part of the same exercise: an attempt, in effect, to ask whether a more beautiful bridge could be designed for the site.
As noted earlier, Calatrava’s bridges exerted enormous
influence internationally between
approximately 1992 and 2008. In Hungary,
however, they often
provoked a
more ambivalent
response among bridge engineers, combining fascination with a certain degree of
professional envy or scepticism. At the time, relatively few specialist books — and even fewer high-quality images — were
readily available through which Hungarian
designers could
become familiar
with the most accomplished contemporary bridges
abroad. The major Hungarian Danube
bridges built around the turn of the millennium
reveal something of this isolation.
Neither the Pentele Bridge (2007) nor the Megyeri Bridge (2008), despite their considerable scale, stands out aesthetically when
placed beside the strongest Western European
precedents of the same period. The Pentele
Bridge attracted
attention primarily
because of its record
span, while the Megyeri Bridge impressed the
wider public through
a cable-stayed
form that
was still unusual in Hungary. During the same period,
pedestrian bridges began to acquire greater
professional prestige. Internationally, footbridges by Calatrava, Mimram
and Feichtinger were receiving considerable attention;
in Hungary, by
contrast, almost the only substantial
new example
was the Tiszavirág Bridge (2011) in Szolnok, which appeared to offer a
promising beginning. A particularly formative experience for me was a 2009 round-table
discussion organised by KÉK and the French Institute, at
which Marc Mimram and Dietmar Feichtinger
presented their pedestrian
bridges in Paris. Their
work has remained an important demonstration
of how structural clarity
and rich, carefully resolved detailing can
coexist without contradiction.
Naturally, those
bridges have themselves been criticised — including
by Michel
Virlogeux — but that is precisely how a mature
professional culture should operate.
Direct professional engagement
with bridge aesthetics has remained rare in Hungary. One of
the first organised occasions
I remember was in 2005, when the designers of
the major Danube bridges mentioned above presented their work. Given the limited time available, the aesthetic discussion
was understandably superficial: speakers could do little more than
indicate that a particular structural
element had received some formal refinement,
or that such refinement had at least been
intended. I found
little to disagree with in Gábor Medved’s
observations on
bridge aesthetics, but these too remained at the level of general guidance rather
than detailed
analytical method. A
few of Leonhardt’s ten criteria were cited,
and the discussion effectively
stopped there. With only
slight exaggeration, bridge aesthetics seemed
to consist
of inclining a
parapet or
lighting column, or shaping a pier. This reveals how limited the designer’s repertoire of
reference solutions was, and how few alternatives were available
when individual details had to be developed.
In the absence of precedents, standard solutions were repeated almost
automatically. There was little appetite for
experimentation and,
more seriously, too little effort devoted to studying and understanding the details already
realised on exemplary bridges abroad.
I do not believe this attitude has changed fundamentally. The
Bridge Aesthetics Professional Day held in 2018 was
similarly disappointing:
an audience interested in the subject was offered
universal principles in bullet-point form
together with
photographs of attractive foreign bridges, but little in the way of deeper analysis. Bridge aesthetics has, of course, surfaced occasionally
in professional journals, conferences and other events, although
usually with
similarly limited depth. It has also
appeared indirectly whenever more talented
designers presented bridges under design or construction. One
interesting contribution came from
research at Széchenyi István University in which architects were asked to assess bridge aesthetics, considering the role of
bridges within the urban fabric, the relationship
between structural and formal logic, formal typology and symbolism.
D. Mischol/Archive A. Kessler - Salginatobelbrücke, Schier
J. Hitz, Pany/Archive A. Kessler - Salginatobelbrücke, Schier
Galván - Puente del Alamillo, Sevilla - 2011
Unknown author - Calatrava.com - Montjuic Communications Tower, Barcelona
Unknown author - Calatrava.com - Puente de Bac de Roda
Erika Ede - Guggenheim Bilbao Museum, Bilbao
Basotxerri - CC-AS 4.0 - Zubizuri, Bilbao
Unknown author - Calatrava.com - Turning Torso, Malmo
Unknown author - Calatrava.com - Turning Torso, Malmo
Unknown author - Calatrava.com - Bridges over the Hoofdvaart, Haarlemmermeer
Unknown author - Calatrava.com - Bridges over the Hoofdvaart, Haarlemmermeer
Unknown author - Calatrava.com - Bridges over the Hoofdvaart, Haarlemmermeer
Unknown author - broer.no - Samuel Beckett Bridge, Dublin
Filippo Leonardi - CC A 3.0 - Quarto ponte sul Canal Grande, Velence - 2018
Unknown author - Bouygues Construction - Pont de Normandie, Honfleurt
Igor Passchier - Erasmusbrug, Rotterdam - 2024
Erieta Attali - Passerelle Léopold-Sédar-Senghor, Paris
Nigel Young / Foster + Partners - Millennium Bridge, London
Unknown author - wilkinsoneyre.com - Gateshead Millennium Bridge, Gateshead
Unknown author - Foster+Partners - Viaduc de Millau, Millau
David Boureau - Passerelle Simone de Beauvoir, Paris
Unknown author - Calatrava - Oculus, World Trade Center Transportation Hub, New York
Oliver Schuh, Palladium Photodesign - Gare de Mons, Mons
Hufton Crow - Aquatics Centre, London - 2019
Visualization - Zaha Hadid Architects - New National Stadium, Tokyo
Visualization - Zaha Hadid Architects - Danjiang Bridge, New Taipei
Unknown author - Lágymányosi Bridge (Rákóczi Bridge), Budapest
Unknown author - Mária Valéria Bridge, Esztergom
Bernát Benjámin - magyarepitok.hu - Pentele Bridge, Dunaújváros - 2018
Máthé Zoltán - MTI Fotó - Megyeri Bridge, Budapest
Unknown author - PontTerv - Tiszavirág Bridge, Szolnok
Until
the end of the eighteenth century, design
and construction were still largely concentrated
in the hands of a single figure. The master builder
combined roles that today would be divided among architect, structural
engineer, procurement specialist and construction manager. Knowledge was
acquired primarily through practice, often inherited across generations and
then passed on in turn. In Vitruvius’s world, the same technically educated
person might design palaces, bridges, fortifications and siege engines. Guilds
began to emerge in Europe during the eleventh and twelfth centuries, and
somewhat later in Hungary. In larger towns, individual trades such as carpentry, masonry and stonemasonry
gradually developed their own guild organisations, although combined guilds
also remained common. The master builder was usually
an experienced master mason occupying a senior
position within this
hierarchy and responsible above all for coordinating
the whole process
— in effect, fulfilling functions that would now be divided
between architect and structural engineer. During
the sixteenth and seventeenth
centuries, the rise of military engineers
and court architects further reduced the range
of responsibilities attached to the traditional master builder. The decisive institutional split came in 1794, when separate educational
models were established for architects and
engineers. The École des Beaux-Arts trained ‘artists’, with emphasis on aesthetics,
style and ornament, while
the École Polytechnique trained technically educated
professionals on a
rigorous scientific basis. Artistic skill was no longer central; efficiency and constructability became the primary objectives. The separation reflected
broad social and technological changes: the
Enlightenment, the enormous demand for
infrastructure in Napoleonic France and the
increasing use of cast iron all favoured
specialisation. In many respects this
division was productive, but it is equally clear in
retrospect that such a radical separation between
architectural and engineering education also
caused lasting damage.
In the previous section, I began the historical overview with postmodernism. To understand
the two examples that
follow, however,
it is necessary to step back further, because they
help expose the divergence
between the
engineering and architectural ways of thinking.
London’s Crystal Palace (1851) was a temporary structure erected in Hyde Park for the Great Exhibition, the first World Expo. Joseph Paxton, originally a landscape gardener and greenhouse designer, created an
enormous ‘cathedral’ of prefabricated components:
a demountable iron frame enclosed by glass. Whereas
most competition entries proposed conventional masonry architecture, Paxton
drew directly upon his practical experience of greenhouse construction
and the emerging spatial language of railway
stations. The result
was futuristic in several respects. A radically functionalist design method appeared
together with
an unprecedented
visual effect. The slender column-and-beam frame,
diagonal bracing and transparent sheets of flat glass fascinated
architects still working predominantly with historicist stone and brick. The traditional
masonry wall, which
had simultaneously
enclosed space
and carried load, was decisively separated into structural
frame and lightweight enclosure. Technical progress had produced a new kind of structural functionalism. Architects eagerly absorbed its appearance, although their underlying design
methodology did not necessarily
change with
it.
Gustave Eiffel transformed practical knowledge of
this kind through rigorous science, calculation
and industrial production.
The structural aesthetics of his tower, railway stations and bridges influenced generations
of engineers and architects. Across Europe, exceptional iron railway bridges were constructed by some of the
most talented bridge engineers of the nineteenth
century.
The arrival of reinforced concrete gave modern architecture another
decisive stimulus.
Architects were captivated by exposed, unornamented
concrete surfaces and by the apparently effortless
forms made possible by slender reinforced-concrete
structures. Le Corbusier, perhaps the most
influential theorist of modern architecture,
repeatedly proclaimed
the primacy of technology: he designed ‘machines for living’,
developed the Modulor, advocated clear functionality and rejected historicist ornament. Yet
the leading figures of the Modern Movement generally
did not adopt the engineer’s design methodology itself; rather, they appropriated those visual qualities
of engineering that suited
their architectural
ambitions. Paradoxically,
some of Le Corbusier’s principles were realised
more convincingly in the work of designers trained
as engineers.
Maillart’s reinforced-concrete bridges exploited
the continuity and fluidity
of the new material while still retaining a legible structural hierarchy. The buildings of Pier Luigi
Nervi and Eduardo Torroja were likewise functionally disciplined and structurally clear. In this
respect, structural aesthetics had
reached a level of synthesis
that architecture
often admired but did not always achieve.
Modern
architecture frequently gave visual composition
priority over technological or functional considerations. In extreme cases, buildings became
difficult to inhabit and therefore failed, at least in part, to satisfy their primary function. Horizontal and vertical planes
— walls and slabs — were used to construct transparent, minimalist space. Load-bearing masonry
walls disappeared, replaced
by reinforced-concrete
or steel columns, while
stability was
sometimes concentrated
in a monolithic staircase or core. Yet the resulting
expression was not always structurally honest.
Mies van der Rohe’s Barcelona Pavilion (1929), for example, brilliantly
separated load-bearing structure from spatial enclosure.
The roof appeared
to be an extraordinarily
thin reinforced-concrete slab floating above
eight steel columns. In reality, it
consisted of steel beams concealed behind plasterboard so
that the whole could be read visually as a continuous concrete
plane. For a temporary exhibition pavilion this may
have been a perfectly pragmatic decision,
but philosophically it remains problematic:
visually immaculate, structurally less candid. The
pavilion was dismantled a year later and
reconstructed in 1986, this time with a reinforced-concrete
roof slab. Le Corbusier’s Villa Savoye (1931) raises a comparable issue: conventional
brick infill walls were visually disguised within an architectural language intended to suggest
reinforced-concrete construction. Unsurprisingly,
modernists were
criticised when
a supposedly new
structural language was achieved through concealed
traditional means.
Let us move forward several decades. The design and
construction of the Sydney Opera House (1973) is perhaps one of the most extreme demonstrations of the tension
between the engineering and architectural ways of thinking. Context is essential. We are in the 1950s, when Nervi,
Torroja and Félix Candela had already realised some
of their most spectacular reinforced-concrete
shell structures. All three were recognised masters of
shell theory. Their buildings were remarkable because mathematically
describable, structurally coherent forms were matched
to the behaviour
of the material and, surprisingly often, to
formwork that remained practical and economical to construct. The apparent freedom of the forms,
combined with
advanced technology, produced an unmistakably modern image that architects found enormously
seductive. To a designer without a deep
understanding of shell behaviour, it
might easily have suggested
that almost any
free form could be realised as a reinforced-concrete shell.
The international
competition was announced in 1955; 233 proposals
were submitted, including
entries by many established
architects, and
the designs
were assessed in 1957. Jørn Utzon’s proposal
was nearly rejected because the drawings were regarded
as excessively sketchy and the shell-like roof forms as
structurally unworkable. Eero Saarinen, however, one of the most influential members of the jury, argued that
architectural imagination of this quality was exceptionally
rare and that the technical problems could surely be resolved by involving the
world’s best engineers. Utzon therefore won. Ove Arup, himself
Danish-born and
one of the most accomplished structural
engineers of his generation,
subsequently offered to assist him.
The project was
initially estimated at 3.6 million Australian dollars. Utzon remained committed to
the idea of light, thin shell structures of the kind
frequently celebrated in architectural journals. The difficulty was that the forms he had
drawn were neither mathematically defined nor
structurally viable as shells. Rather than developing primarily membrane forces, they would have been
subjected to large bending moments, which could only be resisted by dramatically increasing their
thickness. In their original form, the
shells could not even support their own self-weight.
Nervi, Torroja
and Candela all
criticised the proposal
sharply, yet Utzon remained reluctant to alter
the architectural
concept.
Arup’s office
was therefore forced to explore structural
solutions with
considerable independence, while Utzon rejected one alternative after
another. For
approximately four years the engineers calculated, tested
and modelled different possibilities: steel systems,
parabolic geometries,
ellipsoidal reinforced-concrete shells and numerous hybrids. No satisfactory solution
emerged. A
decisive practical requirement was that the roof should be divided into repeatable
elements small
enough to
be lifted and
erected without requiring unique formwork for every individual surface.
The breakthrough came in late 1961,
when Utzon recognised that all of the
roof segments could be generated from a single sphere with a radius of approximately 75 metres. He could accept the resulting geometry, but the
structural solution was now fundamentally different
from the thin 100–150 mm shells
originally envisaged. The roof had to be assembled from large
precast, prestressed reinforced-concrete
components — almost 2,200 elements, some approximately 0.5–2 metres
deep and weighing around 15 tonnes. Standardisation finally
made repetitive
production possible. What appeared from a distance as a family of elegant shells was therefore
realised structurally
through arrays
of substantial
reinforced-concrete ribs.
Utzon resigned from the project in 1966. Another architectural team took over and
continued work on the Opera House for a
further seven years. The final cost eventually
reached approximately 102 million Australian
dollars.
Acoustics formed a separate and equally serious problem. Specialists
warned that the proposed internal geometry
was unsuitable acoustically.
The programme
also changed during
design: the principal
hall ultimately became a concert hall, while
the smaller auditorium was assigned to opera. One
consequence was an orchestra pit that
was too small. Utzon
studied a number of celebrated opera houses during the design process, yet
the final result remained
deeply problematic.
A major
renovation completed in 2022, at a cost of approximately 150 million Australian dollars, substantially improved the acoustics of the
concert hall; the opera theatre, however, remains compromised.
Construction was further complicated
by later geotechnical strengthening, because
parts of the foundations had already been completed before the true
weight of the roof structure was understood.
Additional structural reinforcement followed,
while political and financial controversy intensified
as the budget escalated.
The cost of subsequent
maintenance and modification has
likewise remained
substantial.
Despite all of this, the
Sydney Opera House is one of the architectural masterpieces of the twentieth century and
has become an instantly recognisable symbol of both
Sydney and Australia. The
architectural vision survived in its essential form.
The sail-like composition
reflected in the harbour creates a visual image of extraordinary power. The building was inscribed
on the UNESCO World Heritage List in 2007. Utzon himself
was a stubborn and solitary genius
who, according
to widely repeated accounts, never returned to Sydney after leaving the project.
For Utzon, the architectural
way of thinking was centred on the visual
image, aesthetics and form. The
formal vision took precedence over practicality and function, whereas Candela’s
shell structures — one of Utzon’s principal
sources of
inspiration — achieved an exceptional synthesis of form,
material and structural behaviour. A genuinely holistic synthesis was not achieved in Sydney. Human
experience became dominated
by the visual
image, while the interior failed for decades to provide an equivalent acoustic
experience. In this sense,
the building
did not fully
fulfil its primary function as an opera house.
Eero Saarinen, the Finnish-American
architect who had recognised the exceptional architectural promise
of Utzon’s competition entry, experienced related difficulties with
reinforced-concrete shell forms in his
own work.
His TWA Flight Centre (1962) at New York’s Kennedy Airport was likewise
conceived as a free-form concrete composition.
Fortunately, its geometry remained within
the limits of structural
feasibility, and the design could be realised
by accepting substantial
additional material, thicker shell zones and
significant cost. The contrast with the work
of Nervi, Torroja and Candela is instructive:
in their buildings,
architectural expression
emerged from a much more intimate understanding of shell behaviour rather
than from the subsequent engineering of a predetermined image.
For Arup, the engineering way
of thinking centred on technical feasibility, structural logic and efficiency. He considered close collaboration
with the architect from the very beginning essential if
all requirements were to be reconciled; he called this approach 'total design'. Le Corbusier had
expressed comparable ideas in a different context. Arup
nevertheless accepted, on a number of
occasions, that extraordinary
engineering effort and additional material would be
required in order to realise an architecturally predetermined form. Some of these forms might reasonably
be described as self-serving. It may sound exaggerated,
but Arup’s later reputation was built in no small part on his
ability to persuade architects that apparently
impossible visions could be made constructible.
Norman Foster, Richard Rogers and Renzo Piano all
benefited from
this capability.
In practice, however, ‘total design’ was only
intermittently achieved, because architectural and
engineering priorities
often remained
separated rather
than genuinely
integrated.
Put somewhat bluntly and inevitably simplistically, the fundamental difference between the two ways of thinking often lies in the sequence of the design process. Architects tend to begin by defining form and space as a visual and experiential proposition, then organise function within it. The architectural way of thinking is therefore fundamentally spatial and visual. Engineers more often begin with function and structural requirements, then search for a form capable of satisfying them. When the flow of forces, material and geometry coincide elegantly, the engineer may feel that the design problem has been solved.
The sculptor creates form,
the architect creates space, and the
engineer creates structure. A sculpture may contain no inhabitable space, and its
supporting system remains
subordinate to the
expression of an idea, emotion
or story. Architecture adds spatial experience; engineering
adds the logic of forces, materials and construction.
In the work
of Gehry, Hadid or Calatrava, these domains deliberately overlap: buildings can approach the
scale and expressive intensity of enormous public sculptures. Spectacle and experience come to the foreground, and
the suggestion of movement gives their work a
distinctive dynamism. In Gehry’s and
Hadid’s architecture, structure often
plays a subordinate role, serving a form generated
primarily by architectural intentions. With Calatrava, structure is placed much
more visibly at the centre of the composition. It appears clear and logical and participates directly
in the form, although
— as noted earlier
— the relationship is by no means free of contradiction.
In the following
section, I shall set
out an approach to bridge aesthetics that is
particularly important to me.
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One reason
for writing this essay is that, over several decades, I have not encountered a
framework for bridge aesthetics with which I could fully identify.
Many distinguished bridge engineers and
architects have formulated important ideas,
but I have not yet found an interpretation
that brings them together into a coherent
whole. This may, of course, reflect limitations in my own knowledge;
nevertheless, I
must presently proceed on the assumption that no such synthesis
exists. If nothing else, this essay will
serve one useful purpose: to organise my own
thinking into a clear structure in a field where I have long felt
such a structure was missing.
Analysing existing bridges can teach
us a great deal about how ‘good’
bridges come into being. I believe, however, that
more effective design tools become possible
if the framework of bridge aesthetics is
structured differently.
To formulate the ambition
more precisely, I propose
a new interdisciplinary framework that treats bridge design not merely as an
engineering task, but as a synthesis of physical reality and psychological space — of perception and lived
experience. The following sections
attempt to transform and extend the established framework
in that direction.
I have already referred to
the framework associated with Vitruvius and Leonhardt. Vitruvius’s
architectural philosophy was organised
around three concepts, producing a system that is both readily intelligible and broadly applicable.
When the surviving texts were rediscovered in the fifteenth century, additional passages became
available that
allowed for a
much richer
interpretation; the master builders of the Renaissance effectively acquired a theoretical and practical design manual. Without that rediscovery, Renaissance architecture might well have
remained closer to the direct imitation
of ancient forms. Alberti, Brunelleschi and, later, Palladio were seeking a new architectural order,
and Vitruvius therefore
reappeared at precisely
the right historical moment, providing principles that
helped establish
the intellectual foundations of later classical architecture.
The Vitruvian triad is fundamentally
an objective, normative, classificatory and diagnostic framework. It enables
us to interpret and evaluate buildings retrospectively,
but it provides relatively
little direct
assistance in creating them. The human viewpoint is present implicitly,
yet context, for example, remains subordinate. Nor
is the triad sufficiently fine-grained to distinguish reliably between a spectacular bridge and
a genuinely ‘good’ bridge. A structure might
satisfy all three Vitruvian principles to a very high degree and still fail if it establishes no meaningful
relationship with people or with lived human experience.
The very simplicity of the Vitruvian system makes it particularly
suitable for
clear visual comparisons. One can readily construct
illustrative triptychs using cars, bridges,
buildings or even historical periods in order to
demonstrate what happens
when one component of the triad becomes dominant.
Among
cars, for example,
Venustas might
be represented by the Jaguar E-Type — famously admired
by Enzo Ferrari
— the Ferrari 250 GTO or, more personally,
the BMW Z4 E89. If Firmitas alone were decisive,
a safe Volvo XC90 might be the obvious choice;
if Utilitas dominated,
perhaps a practical Toyota Corolla. The same
exercise can be
performed with buildings: the Sydney
Opera House or Guggenheim Bilbao for Venustas;
the Pantheon in Rome or perhaps a monumental brutalist structure
for Firmitas;
and an aircraft hangar or industrial hall for Utilitas. Among
bridges, Calatrava’s Puente de la Mujer in Buenos
Aires could stand
for the dominance of Venustas, the Pont du Gard for Firmitas,
and an urban flyover or routine motorway
bridge for Utilitas.
Joris Smits uses a
comparable form
of illustrative comparison in The Art of Bridge Design, although there it is applied to successive periods in the history of bridge design.
Leonhardt’s approach is based
principally on his
ten aesthetic criteria
together with
an unusually
strict ethical position. Those ten criteria
form a complex synthesis that is worth disentangling. Elements
of the Vitruvian triad and of the six compositional
principles are present implicitly, while several criteria explicitly
draw upon
Gestalt principles. Integration
with the environment is given a prominent role, as are a number of qualities already connected
with subjective experience.
Detailing, too,
becomes a central concern
rather than a secondary refinement.
In the late 2000s, students
on a bridge-design
course at the University of Bath were asked to write bridge critiques using Leonhardt’s criteria.
It is undeniably difficult to provide students with a
workable framework for criticism, yet
such direct application reminds me of the poetry-analysis scene in Dead Poets Society, in which Dr J.
Evans Pritchard’s textbook instructs pupils to
assess a poem and then plot its
artistic merit and importance
on a graph. Leonhardt’s ideas are far too
valuable to be reduced to a similarly mechanical checklist.
Leonhardt’s Germanic thoroughness is remarkable. His
approach implicitly encompasses almost everything
that appears necessary, yet the explicit dimension of lived experience is missing. Emotionally sterile bridges will
never be ‘good’ bridges, however rational, minimalist and structurally honest
they may be. Leonhardt’s system of engineering ethics and aesthetics can appear rigid and overly dogmatic, but it nevertheless
forms a coherent whole. Compared with the Vitruvian
triad, it is considerably more useful during the design process when
aesthetic questions
must be addressed. The
Bath example, however,
shows how
easily even a sophisticated
framework can be reduced to a merely diagnostic checklist.
Both of the approaches
discussed above consist largely of principles that
appear almost
self-evident once stated, yet they are surprisingly difficult to use generatively during
design. For me, design has always begun with an act of imaginative identification:
I try to place myself in the position of the user and ask what that
person would wish to see and how the place might
feel. When a bridge incorporates
additional functions, the range of users and experiences
expands accordingly. Motorists, cyclists and pedestrians have different needs, perceptions and modes
of movement. A bridge is also encountered from many
viewpoints: from
a boat passing beneath it, from
the riverbank, from the roadway, from a footway,
or from one of the spaces created on the bridge itself. Speed and bodily
engagement differ
in each case. A complex bridge can therefore generate a remarkable
range of impressions and sensations, all of
which can inform its structural and architectural
development — provided that the designer
is also capable
of reading context.
Understanding the site and the manner in which a bridge can
belong to a
landscape or urban fabric is at least as important
as understanding the different levels of
human experience. A genuinely
‘good’ bridge can emerge
only when these
considerations are reconciled
with all the other
functional, structural,
technical and
economic requirements.
There are several
bridge engineers and architects whose attitudes
and design methods encourage me to believe
that these ideas are far from unrealistic. A few
names may help clarify the direction.
Joris Smits, like
me, combines
teaching and practice: he teaches bridge
design at Delft University of Technology while
also working
as a designer. I encountered
many related ideas in his book mentioned
earlier, and it
was particularly rewarding to read his reflections on
bridges I had already visited during an earlier tour
of the Netherlands. Hector Beade-Pereda is another
kindred spirit whose bridges and writings I
have followed for years.
He has repeatedly articulated a philosophy of ‘Holistic Design’ and has likewise
argued for the deliberate
incorporation of human experience into bridge design. Laurent Ney reads context with
exceptional sensitivity, while his
philosophy of ‘Integral Design’ has generated a
highly recognisable
architectural language;
the extraordinary
slenderness of his bridges
remains difficult
not to admire. Martin Knight is another
prominent advocate
of human-centred design, expressed through what
he calls ‘Design that Connects’. Jörg Conzett is a master of structural
elegance, known
for refined detailing and an exceptional ability
to embed bridges
within landscape. Xavier Font’s talent and sense of form are equally remarkable,
particularly in the distinctive
details that give his bridges their individual
character.
History is full of paradigm shifts, large and small, that alter the framework through which we interpret the world. In the cultural history of physics, such shifts have been
profound; in architecture, changes in
technology and in architectural periods can perhaps be understood
in comparable terms, although less rigorously. In physics, a new paradigm does not necessarily invalidate
the previous one;
rather, it subsumes it and defines the
limits within which it remains valid. Einstein did not abolish
Newtonian physics. He
revealed its domain
of applicability. Gravity was no
longer understood simply as an invisible
force acting at a distance, but as the
curvature of spacetime. Space was no longer absolute
and static, nor time uniformly flowing; both became relative to
the observer’s state of motion. Einstein unified three-dimensional
space and time into a four-dimensional spacetime continuum. Yet
bridge engineers
continue to
use Newtonian mechanics
every day
because, at
the gravitational fields and velocities relevant
to ordinary structures, it remains entirely
adequate. Human perception itself
still experiences space and time largely as separate
dimensions, much
as they appear
in the Newtonian world.
Comparable
paradigm shifts can
also be identified in psychology. Structuralism treated
consciousness as something
assembled from elementary components. In
the twentieth century, Gestalt psychology challenged
that model with the well-known proposition that
‘the whole is greater than the sum of its parts’.
Evolution has equipped the human brain to impose order rapidly
upon apparent visual chaos. Gestalt
perception is not limited to vision, although
vision provides
the clearest
examples. Incoming stimuli are organised by the
brain into coherent forms — Gestalten — according to recurring regularities usually
described as Gestalt principles. Six principles are most commonly cited, although many
more have been
identified; the figure-ground relationship is perhaps the best known, classically illustrated by Rubin’s vase. Gestalt perception is fundamentally an objective perceptual process shared by human beings — and, to some
extent, by
other animals — regardless
of cultural background.
Gestalt perception, of course, did
not begin with twentieth-century psychology. The perceptual phenomena
themselves have always been part of
human experience. Several
of Vitruvius’s
compositional principles already describe
relationships that we would now recognise in Gestalt
terms: proportion, symmetry, rhythm and harmony.
Painters have exploited such principles instinctively for as long as painting
has existed, and medieval and Renaissance
artists developed
them to extraordinary
sophistication. Leonardo da Vinci’s The Last
Supper (1498) and Masaccio’s The Tribute Money (c. 1420), for example,
guide not only the viewer’s attention but even the sequence through which a
narrative is visually read. Impressionists used
such principles largely
intuitively; Pointillists
approached aspects
of perception
with almost scientific deliberation.
Photographers likewise employ them both consciously and
instinctively. Henri Cartier-Bresson’s
Behind the Gare Saint-Lazare (1932) is an exemplary case. Earlier generations would probably have referred
simply to principles of composition, whereas Leonhardt was already able to draw explicitly on Rudolf Arnheim, professor of the psychology of art, who extended Gestalt theory into the interpretation
of visual
art. Architects
— and visually sensitive bridge engineers — continue to use these principles as a kind
of ‘secret weapon’.
The leading
figures of modernist architecture, Le Corbusier
foremost among them, were strongly oriented
towards visual form.
Alongside appearance, they emphasised
abstraction, functional efficiency and
visual purity. Industrial expression, repeatability
and the pursuit of universality broke deliberately with local traditions. The International Style
projected an
architecture that,
in principle, could be reproduced almost
anywhere in the world.
As a reaction to the
cold and technocratic tendencies of modernism, phenomenological
architecture emerged as an alternative line of
thought. Phenomenology is closer to philosophy than to
an objective science and therefore necessarily
contains subjective elements, but this does not diminish
its relevance. Peter Zumthor, Juhani
Pallasmaa and Christian Norberg-Schulz are among
its most influential representatives. Their
work argues
for an
architecture centred on the human subject and on
sensory experience. Vision is only one component; hearing, touch,
smell and
thermal perception must also participate
in the experience of space. For Zumthor, the
acoustics of
a building,
the tactility of its surfaces, its scent and its temperature may be as important as its visual appearance. His book Atmospheres has
become a foundational
text in this field. Through
nine principal
and three supplementary themes, Zumthor
describes qualities capable
of eliciting
immediate physical and emotional responses and
thereby producing atmosphere. Attachment to place is also central.
Norberg-Schulz, among
others, reinterpreted
the ancient concept of genius loci: no longer merely
the protective ‘spirit’ of a place, but the deeper
character, meaning and atmosphere through which a place
becomes identifiable.
It is useful to compare Gestalt perception with phenomenology directly. Gestalt theory
examines the principles by which the brain
organises sensory stimuli
— most commonly visual and auditory — into coherent
forms. Phenomenology concerns the feelings, memories and experiences that
arise in
consciousness in relation to those already organised
forms. Gestalt perception
helps explain classical principles of composition; phenomenology addresses atmosphere and emotional effect.
Applied to a bridge, Gestalt theory can help us understand its form, proportions,
rhythms and visual relationships, whereas phenomenology asks
a different
question: what does
it feel like to be on the bridge? Gestalt principles
are comparatively
‘static’, because
the laws of visual organisation
remain present
whether the bridge is seen from a
distance, in a photograph or on a drawing. Phenomenological
experience, by
contrast, unfolds through time and movement.
An urban bridge with additional functions may
invite walking,
pausing, looking
and resting. Sunlight
or a light
breeze may be felt on the skin; the smell of the river,
the warmth of
timber on a bench, the sound of footsteps or traffic may all
generate immediate
sensations and,
in some cases, memories.
The interior of a Gothic church provides an even clearer
illustration. Gothic architecture
deliberately extends space vertically. Slender stone piers
and pointed arches force the gaze upwards;
the field of vision cannot encompass the whole interior,
which begins to feel almost infinite, while
a sense of human smallness
enters consciousness. Coloured light filtering through rose windows produces an otherworldly atmosphere within an
otherwise dark interior and encourages
reverence. In the silence of the vast nave,
tiny sounds become
amplified — even one’s
own breathing may seem unusually loud. Silence
separates the
interior from the outside world and encourages
introspection. Rough stone surfaces suggest austere permanence;
the air
remains cool even in summer; candles and the
faint smell
of damp stone can trigger
immediate memories. In bodily perception, our own body normally
provides the scale
of reference. In a Gothic
interior, however, ordinary human
proportions are deliberately overwhelmed. Every sense communicates that something immeasurably larger than the
individual occupies
the centre of attention. Here illusion operates not merely through visual composition
but through the totality of embodied
experience.
For many years I experimented with photography in an attempt to understand
how human scale and architectural space might be represented convincingly
together. Gestalt-based principles — from shadows that
articulate geometric forms to precisely
composed visual relationships — can
contribute powerfully to illusion. Yet a
two-dimensional photograph still acts primarily through a single sense.
One can certainly
argue that
texture can
produce a kind
of visual anticipation of touch, but
the essential point remains:
stimulation of one
sense cannot always compete with multisensory experience.
The scale of bridges can
be comparable to that of cathedrals, although
fortunately their horizontal dimension usually dominates over the vertical. The experience generated by an urban bridge with additional
functions can nevertheless be profound, and designers
should take
advantage of that
potential. Architecture
has one important advantage:
it can concentrate on enclosed interiors, where sensory
experience can be
orchestrated with
much greater control.
Because bridges
are predominantly open spaces, the
experiences they can evoke are more readily
compared with those of landscape
architecture. A bridge, however, possesses
an advantage over a park: it usually occupies an exceptional position from
which a unique perspective over water, city or landscape becomes available.
Modernism’s
inhuman and technocratic tendencies generated
not only the phenomenological response
described above but also another, very different line
of thought associated with Christopher Alexander. His early major work A Pattern Language is based on an analogy between building
and language. Alexander drew a parallel between speaking
and making places. Medieval
towns, he
observed, could be harmonious and liveable even
though they had
not been designed by a single author; they had
developed organically over centuries. A liveable environment, in his interpretation, is not the product of random decisions but of deeply rooted,
recurring structural patterns. If a community can
share a spoken language — knowing its words,
grammar and ways
of forming
sentences — then a comparable
body of shared knowledge can also exist in building.
Just as the craft of cathedral construction was passed from master to master, successful solutions survived
while unsuccessful ones disappeared. Good solutions became patterns through
a kind of cultural evolution. Alexander argued that
this common body of knowledge had largely been lost by the twentieth century. In A
Pattern Language he collected
253 patterns intended to help revive it and thereby make it possible once again to
create ‘living’ environments. He went further, suggesting the
existence of an objective and
universal geometrical language through which structures, environments and even the world could
be made more ‘alive’. Twenty-five years later, in
The Nature of Order, he no longer regarded pattern language as sufficient in itself. He developed
the concepts of ‘Living Structure’ and ‘Wholeness’
and identified fifteen
geometric properties that, in his view,
contribute to living structure. The more fully these properties are embodied, the closer
the work approaches wholeness. As a mathematician, Alexander initially tried
to remain within the territory of set theory and graph theory; later, however, fractal ideas were joined by an increasingly
spiritual dimension in
his architectural
theory.
Zumthor and Alexander are difficult to compare directly, yet both are searching for a
synthesis centred on
space and human experience. Their objective
is comparable, while
their methods and emphasis differ profoundly. Zumthor approaches the problem through subjective sensory and phenomenological experience; Alexander through
recurring geometrical
relationships treated
as if they possessed an objective basis. Alexander’s claim to a ‘cosmic order’ and to a degree of
objectivity may be
difficult to
accept literally, but his human-centred pattern
language, understood as a generative design aid, deserves much more serious attention. I shall return to it later.
The most recent
paradigm shift may be
emerging through
the cognitive sciences. Cognitive neuroscience increasingly
incorporates phenomena
previously studied through Gestalt psychology and phenomenology and seeks to place them on a biological foundation. As
Einstein’s paradigm did not abolish
Newtonian physics, cognitive science need not
invalidate Gestalt theory or phenomenology; rather, it may define more
precisely the levels at which each remains meaningful.
Even if
cognitive science
eventually explains
the biological processes underlying perception and experience, such
knowledge alone will not tell us how to design a ‘good’ bridge. For
that, we still
require a
design methodology
capable of operating within this expanded framework.
Put simply, context may
be understood as an umbrella term for
the totality of physical (spatial) and intellectual
or semantic (temporal) factors that influence bridge design. One of the particular
beauties of bridge design lies precisely
in this context-oriented
character: in
the capacity of a bridge to respond to every relevant
circumstance — to each
of its fundamental
contexts.
Context is a fabric, a network
composed of
multiple layers. Some lie at the
surface, others at greater depth, and the layers are interconnected. Of the many possible contexts, I would single out
three fundamental ones. One surface layer concerns the bridge’s immediate physical surroundings
and therefore
requires an understanding of topography, bodies of water, the local urban fabric, locally characteristic building materials,
climatic conditions, orientation and so forth.
Historical context — temporal continuity — and cultural context — social embeddedness
— belong to the deeper layers. These are what invest the more
immediately perceptible physical context
with meaning and identity.
If a bridge responds successfully to its
environmental, historical and cultural contexts,
it can preserve — or even intensify — the genius loci discussed earlier.
Genius loci cannot be measured; it can only be
experienced. This
is precisely why phenomenology is relevant: it helps make the distinctive character of a place perceptible through human
experience.
In the great
majority of cases, however
— even when the bridge designer is sensitive to context — the genius loci is neither expressed
nor reinforced.
In bringing a
bridge into physical existence, designers generally
succeed in responding to the contexts of site, form, structural behaviour,
constructability, function, economy and
efficiency, among others;
unfortunately, that alone is not enough. If
a bridge responds appropriately to all the relevant contexts and also succeeds in giving perceptible expression to the genius loci,
then a ‘good’ bridge can emerge. Space — the mere
site — is transformed
into place, while
time becomes experience. Psychology might describe this by
saying that
meanings, emotions and memories transform measurable time (Chronos) into a
lived moment (Kairos). I realise that most
engineers are too pragmatic to accept such a statement without
reservation, but perhaps the examples in Section
6.6 will make the
idea more tangible.
For
the sake of clarity, I propose a new
approach and a new classification system — not
as a replacement for
conventional bridge-engineering
categories, but
purely as a
means of thematic organisation. Traditional classifications
are based either
on structural system (beam bridge, arch bridge, suspension bridge, etc.)
or on function in terms
of the traffic carried (pedestrian, road,
railway, etc.). These categories naturally remain entirely valid. Alongside them, however, I believe that bridge classification
should also
acknowledge contextual orientation and a human-centred
approach — that is,
human perception and lived experience.
An additional
advantage is that
such categories are more readily
intelligible to non-specialists.
I have repeatedly
found, particularly in discussions with students about bridges whose outward
form appears to
contradict their
actual structural behaviour, that they are uncertain what to call the bridge. The
concepts of an arch bridge or a suspension bridge are relatively familiar, but the Szabadság Bridge (1896), for example,
is deceptive: its
silhouette evokes a suspension bridge — partly through
the contextual logic of its integration into
the cityscape — whereas structurally it is in fact
a Gerber-hinged truss-girder
bridge. The categories
proposed below are therefore described briefly and
accompanied by examples. They are not mutually exclusive: some
bridges may legitimately belong to more than one category.
Description: Relatively
short structures, often jewel-box-like
in character, in which every joint, connection and fixing
is the result of bespoke design. Materials are refined
and carefully selected,
while fabrication and workmanship represent
the highest level of contemporary
craftsmanship.
Context: Typically found
within a dense, historic or otherwise
sensitive urban fabric, where the bridge is
inserted almost as an
artefact in
its own right. It does not seek to dominate
its surroundings; rather, through subtle proportional
relationships between the existing built heritage and the new structure, it aims to enhance them. Such bridges often occur
where pedestrian use and close visual proximity demand an almost artisanal precision.
Human experience: The dominant
impression is one of ‘tangible quality’. Visitors
instinctively run a hand
along the parapet or
stop to examine the joints and connections.
The natural tactile qualities of materials — timber, stainless steel, stone — and the evident
craftedness of the details create a
sense of trust and intimacy. Light and
shadow playing across
precisely resolved
components heighten the sense of presence,
while the sound of footsteps communicates
the solidity and
material reality of the structure.
Examples: Rolling Bridge (London, UK), Bridge of Aspiration (London, UK), Sackler Crossing (London, UK), Puente Callús (Callús, Spain), Bruggen Singerpark (Leiden, Netherlands), Dorfbrücke (Vals, Switzerland), Ponte Querini Stampalia (Venice, Italy), Yusuhara Wooden Bridge Museum (Tarogawa, Japan)
Description: ‘Elevated public spaces’ that encourage people to linger through the provision of street furniture, planting and generous
pedestrian areas. Their function is deliberately dual: besides
enabling passage,
they provide places
for recreation, rest and social interaction.
Context: Urban transport
corridors that the bridge elevates into genuine public space. Here the
environment becomes inhabitable through the
bridge, while the structure operates as a horizontal extension of the urban fabric — an ‘elevated
space’. The bridge does
more than
connect two points: it creates a new,
occupiable topography within the city, a place in which people can remain rather than merely pass through.
Human experience: The defining
experiences are bodily freedom and the possibility of pausing. The
senses are engaged by changing surface
textures — timber, concrete, vegetation — and by
variations in microclimate. The scent of planting, sheltered
pockets protected from the wind and
the ergonomics of seating create a sense of comfort and familiarity that overrides the conventional bridge
experience of pure
transit. The acoustic
environment may
also become softer: planting and spatial elements filter urban noise and create conditions more conducive to
conversation or contemplation.
Examples: Passerelle
Léopold-Sédar-Senghor (Paris, France),
Passerelle Simone-de-Beauvoir (Paris,
France), Paleisbrug ('s-Hertogenbosch,
Netherlands), High Line Park (New York, USA), Footbridge
‘Promenadendeck’ Erfurt (Erfurt, Germany), Karowa
Bridge (Warsaw, Poland), Zwolle fietsbrug
(Zwolle, Netherlands)
Description: Structures reduced to their
essentials and characterised
by clear, disciplined engineering responses. Ornament
is avoided;
their expressive power derives from the unembellished presence
of the material and from structural
necessity itself.
Context: Often a dramatic,
largely untouched natural landscape or a severe,
abstract engineering setting in which the bridge spans
between the two sides as little more than a ‘thin
line’. The contextual relationship is one
of dialogue between absence and pure structure:
the bridge does not seek to become more than
its function requires, allowing the
surrounding rock, water or landscape to remain
visually dominant.
Human experience: An
experience of reduction to essentials and of silence. The immediate presence and coolness of raw materials — concrete and steel
— become dominant sensory qualities. On the slender structure, users become conscious of their own
weight and of the height beneath them, producing an alert, almost meditative state. With
little visual noise
to distract attention, perception shifts towards
the sound of the walking
surface underfoot and towards the natural sounds of the surroundings — wind and
water.
Examples: Schanerloch
Brücke (Dornbirn, Austria), Wasserweg Flims
(Flims, Switzerland), Punt da Suransuns (Thusis, Switzerland), Štvanice Footbridge /
HolKa (Prague, Czech Republic)
Description: A
bridge that functions simultaneously as a
landmark and as a major
element of the landscape, often becoming visually
dominant within it. Such
dominance need not constitute
a visual burden: in
many cases, the bridge can still be successfully integrated into the landscape. Scale is the defining
characteristic of
this category. These
bridges are not primarily tourist
destinations; typically, they fulfil a specific transport
function — road or rail
— at some distance
from major urban centres.
Context: The landscape as a whole constitutes the context. The bridge is related not
to a single point but to the horizon, effectively
redrawing the visual map of a valley or a major
river. Seen from a distance, it can be read as a graphic sign,
almost as a sculpture, whose structural logic
and immense dimensions establish a commanding presence within the
natural terrain or industrial landscape.
Human experience: The dominant experience is that of the ‘sublime’:
confronted with
the immense scale of the structure, the
human body is reduced to a mere point of
reference among pylons and cables. Verticality
and vast spatial dimensions
can produce
an experience that is at once vertiginous and
uplifting, altering the perception of
distance. Sensory engagement here depends less on touch than
on experiencing the visual tension between monumental
structural forms and the surrounding
landscape.
Examples: Sundial
Bridge (Redding, USA), Viaduc de Millau (Millau, France), Chords Bridge
(Jerusalem, Israel), Puente del Alamillo (Seville, Spain), Juscelino Kubitschek Bridge (Brasília, Brazil)
Description: Every iconic bridge is also a landmark, but not
every landmark attains iconic status. An
iconic bridge represents an exceptional
synthesis of technological and aesthetic achievement, capable of embodying
the identity of an entire community. In many cases, a city — or even a country — comes to be identified with the bridge. Such bridges are generally situated in urban environments.
Context: Representative urban settings
in which the bridge becomes
a focal point of collective
identity and, in effect, the ‘face’ of the city. The relevant
context is both
cultural and historical: the structure must
be capable of condensing the technological
and aesthetic self-image of an era or a people into a single
recognisable form. Iconic bridges are
often situated
at the termination or intersection of major
urban axes.
Human experience: The characteristic experience is one of ‘solemnity’
and ritual passage. The
weight and material presence of massive construction — carved stone or riveted steel, for example — convey security and permanence. During the
crossing, the user
may experience the significance of passing through a ‘gateway to the city’,
while the play of light and the rhythm of
the structure create an elevated atmosphere.
The experience is collective as well as individual:
through sight and touch, the user senses participation
in the history and identity of the city.
Examples: Erasmusbrug
(Rotterdam, Netherlands), Samuel Beckett Bridge (Dublin, Ireland), Tintagel
Footbridge (Tintagel, UK),
Firth of Forth Bridge (Edinburgh, UK), Tower Bridge (London, UK), Brooklyn Bridge (New York, USA), Golden Gate Bridge (San Francisco, USA), Charles Bridge (Prague, Czech Republic)
Szabadság (Liberty)
Bridge (Budapest, Hungary), Széchenyi Chain
Bridge (Budapest, Hungary)
Description: Bridges that break with
established traditions in structural form or structural
configuration and introduce
a genuinely new solution. The geometry of the load-bearing
system may depart
from the form that would be most direct or efficient from the standpoint of structural behaviour.
Context: Settings in which conventional engineering forms no longer provide an adequate response
to the complexity of
the site, or in which technological provocation itself becomes part of the design intention. The
bridge departs from
familiar structural conventions; its context may
therefore be the ‘city
of the future’, or a landscape in which the contrast between an artificial form and natural forces becomes central to the composition.
Human experience: An experience of
‘intellectual and/or equilibrium-related
excitement’. Because
the structural form appears
to contradict an instinctive sense of stability, the body becomes more alert. This
visual tension disrupts the passer-by’s habitual
mode of movement and encourages more
conscious awareness
of moving through an unfamiliar spatial condition.
Novel materials and forms invite the senses into
a continuing
process of discovery.
Examples: Viadotto
dell’Industria (Potenza, Italy), Park Union Bridge (Colorado Springs, USA),
Puente del Alamillo (Seville, Spain), Britannia Bridge (Anglesey, UK)
Szabadság (Liberty) Bridge (Budapest, Hungary), owing to the concave form of its suspended central span)
Description: Typically conceived
as an ‘addition’ to an existing bridge in a historic or heritage setting, enabling
the older structure to meet contemporary requirements once again — for example through the provision of a new pedestrian deck or walkway. Old
and new complement one another in close
harmony, interlocking almost in a yin–yang relationship.
Context: A heritage
environment in which the bridge emerges from a dialogue between an older
and a contemporary layer. Temporality is therefore
central to the context: the intervention
must respect the past while providing a present-day response, allowing
old stonework and new steel members, for example, to form a coherent whole.
Human experience: A
physical experience of the ‘layers of time’. The visitor can feel on the skin the contrast
between old stone warmed by the sun and the cool surface
of a contemporary metal parapet. Changes in the sound
beneath one’s feet
— the muted resonance
of stone followed by the clearer ring of metal
— make the historical transition both
audible and tangible. The resulting atmosphere
is nostalgic yet reassuring, grounded in carefully judged
transitions between ‘old’ and ‘new’.
Examples: Passerelle
Albi (Albi, France), Pont Trencat (Sant Celoni, Spain)
Description: Eccentric and
often deliberately spectacular structures in which
architectural vision takes precedence over
structural restraint. Their primary ambition is immediate visual impact.
Context: Such bridges are commonly
associated with tourist
destinations, entertainment districts or locations where the bridge is intended to function as an attraction in its own right — a visual exclamation mark. Their relationship with context may be based upon
deliberate contrast rather than integration.
Human experience: The dominant
experience is one of sensory overload and immediate
spectacle. Intense
colour, complex
curvature and dynamic lighting produce
rapid emotional impact.
The experience is generally more visual and event-like than contemplative
or tactile. The physical
reality of the structure may become secondary
to the dominance of image
and form.
Examples: The Twist (Jevnaker, Norway), Helix Bridge (Singapore), Dragon Bridge (Da Nang, Vietnam), Lucky Knot (Changsha, Hunan, China), Ruyi Bridge (Xianju, China)
Description: In this category,
formal transformation or imitation becomes the defining characteristic. Two
principal forms may be distinguished. In the first, the bridge physically
transforms from one configuration into another, as
in movable bridges. In the second,
the visible structure
imitates a structural form that differs from
the geometry implied
by its
actual load-bearing behaviour.
Context: Such bridges often have playful, technological
or metaphorical significance. The surrounding environment becomes something of a stage
upon which the bridge performs — not merely as a static crossing, but as an element capable
of changing
form or meaning.
Human experience: The characteristic experience is one of transformation
and wonder. A
normally static object appears to come alive through opening, rolling or rotation. Moving
components, hydraulic sounds and changing geometry disrupt ordinary
spatial perception and evoke curiosity. The user becomes
not merely someone
crossing a bridge,
but a participant
in an engineering performance.
Examples: Rolling Bridge (London, UK), Gateshead Millennium Bridge (Gateshead, UK), Cirkelbroen (Copenhagen, Denmark)
Tintagel Footbridge (Tintagel, UK), Szabadság (Liberty) Bridge (Budapest, Hungary)
In my experience, people have
a fundamental affection for bridges. There
may be many deeply rooted emotional and intellectual reasons for this, supplemented by a wealth
of symbolic meanings — crossing, connection,
a sense of freedom. The subject has been explored extensively
and has generated
a substantial literature.
For me, what matters
most is the unique perspective revealed
from the middle of a bridge, the possibility of lingering there, and the structural elegance of
the bridge itself. Since one must first reach
the middle, it is by no means irrelevant
whether the journey
takes place
along a narrow pavement or along a genuine pedestrian ‘promenade’.
Street furniture and any other elements capable of transforming the route
into a promenade-like environment encourage
people to
pause. The material of the handrail, the timber surface of a
bench and the paving beneath one’s feet all matter
to sensory experience.
Naturally, the requirements placed on a
motorway bridge far from a city are entirely
different from those of a public-space bridge spanning a river, organically
integrated into the urban fabric and endowed with additional functions. Yet if we are capable of designing the latter to an exemplary standard, a motorway bridge should
present no
insurmountable difficulty.
The reverse
is emphatically not true.
My rather
bitter experience is that professional socialisation
through motorway-bridge design, followed by the ‘extrapolation’
of the experience acquired there, is not a viable route.
In virtually every relevant context, the
level of ambition required
by the two categories is worlds apart. A different way of thinking is needed.
The framework outlined
earlier, associated
with Vitruvius, Leonhardt and Billington, adopts an essentially
structural approach in which the human being
is present only implicitly. Using such an approach, the most gifted designers can create a bridge of impeccable structural elegance.
Structural elegance remains a primary
consideration, but it is far from
sufficient.
A human-centred approach
must retain structural
elegance while extending
it through
the context of lived human experience; in
other words, the human being must become
explicitly present. Let us call this the context
of ‘user
experience’. I would base it on three elements: integration with the environment, additional functions and detailing. To achieve this objective, what we need is not a normative, diagnostic methodology,
but an adaptive, generative one.
The interpretative range
of human experience can be extended from Gestalt perception to phenomenological
experience. Phenomenology can be applied to bridges only to a limited extent because
certain senses may receive
little or no
stimulation. For motorists or users of public transport, for example, human experience is almost entirely visual.
I have already noted that Zumthor’s and Alexander’s human-centred
approaches move towards
a comparable
objective, although
by very
different routes. A method analogous to Alexander’s pattern language could
prove fruitful if appropriately
modified and adapted to bridge design. If we retain
the linguistic metaphor, we must first create new words, then acquire a
substantial active vocabulary, and finally learn
the grammar before we can form meaningful sentences — bridges. The present
language of bridge design is rather
conservative and burdened by numerous ‘grammatical
errors’. Alexander’s pattern language was not devised
for bridges, but from a didactic perspective
it may offer a
useful basis for creating a kind of
design ‘recipe book’.
There is little
doubt that engineers and architects in the leading bridge-design
practices could
compile such a design guide, but doing so is not their task.
Yet far more bridges are built around the
world than these practices could ever design. The result is a
multitude of bridges that are dull from an engineering
point of view — or, worse, a process that degenerates into ‘visual
pollution’. The only way to counter this is to make specialised
knowledge, often dismissed as subjective,
available in an accessible and intelligible
form. Compiling such a ‘glossary’ is necessarily
slow and is probably not a one-person undertaking. Without
claiming completeness, I shall therefore present
only a few examples
here, accompanied by photographs as visual evidence.
Bridge-adapted patterns — ‘words’, in the
linguistic analogy — that can support human-centred design, grouped according to scale (bridge environment, bridge,
bridge detail) and formulated
through the triad of context, problem and
solution:
As I mentioned in the previous section, enhancing the user experience and structural elegance are both necessary for designing a 'good' bridge. Regarding the enhancement of the user experience, I have identified three elements, which I would like to discuss below, illustrating them with examples.
The strong claim made at the beginning
of this essay — that no Hungarian bridge yet satisfies,
in every respect, the ‘higher’ expectations implied
by a human-centred approach combined with finely resolved
structural elegance — may become more comprehensible here. My
intention is not to cast any individual designer or practice
in a negative light, but to make the qualitative differences between bridges visible.
Unless we learn
to recognise distinctions
that are,
in many cases, strikingly obvious, meaningful
progress is impossible. The spectrum extends from Győrszentiván
footbridge (2019) and Swan Bridge
at Felcsút (2023),
through Esterházy Bridge in Kaposvár
(2020) and Robinson Bridge in Budapest
(2023), to Grand Canal Gateway Bridge in Hangzhou (2025) and Passerelle Albi (2025).
Perhaps the most serious mistake a designer can make is to concentrate excessively on form while disregarding the context of environmental integration. A basic level of response to the surroundings has always formed part of bridge design. What I am trying to describe through the human-centred approach is a more demanding level, at which the historical and cultural contexts must also be evoked. If the genius loci cannot be grasped, the result is merely an enormous utilitarian object — a gigantic mobile phone, car or aircraft. Such objects can be placed almost anywhere because they possess no intrinsic relationship with their surroundings; they operate autonomously. A ‘good’ bridge, by contrast, cannot function in this way.
Tisza Bridge on the M44 motorway (2021) is, in my view, a self-referential structure that suffers from a striking absence of context. The designer had previously proposed essentially the same configuration for a Danube crossing near Esztergom; the form remained unchanged, while only the span was reduced. Unfortunately, the bridge would not have belonged convincingly to the Esztergom landscape either, because contextual integration is not inherent in this formal concept. The gateway motif is potentially rich in contextual meaning, but retrospective analogies used to justify the chosen form do not rescue it from self-reference; they read more as explanation after the fact. There are, of course, iconic forms and bridges intended to represent a world exhibition or an entire city, but that is not the situation here. Similar pylon geometries can also be found elsewhere in the world — sometimes meaningfully embedded in context, sometimes equally self-serving. In Turin footbridge (2005), for example, the curved pylon geometry recalls the industrial halls designed by the city’s celebrated architect and standing immediately beside the bridge. I do not know the contexts of the comparable Far Eastern bridges, but comparison with them would raise another problem in the Tisza Bridge: proportion. Pylon height, pylon cross-section, span, cable inclination and the position at which the cables are anchored into the pylon all participate in a system of proportions. A recurrent problem in Hungarian bridge design is that the required span is not proportionate to the width of a six-lane carriageway. Put simply, a pylon height proportionate to the span may become disproportionate to the deck width. A bridge of this type could work convincingly at a span of around 300 metres; at approximately 150 metres, the same formal logic produces imbalance.
This question of proportion merits a brief digression. Rotterdam’s Erasmusbrug carries two traffic lanes in
each direction together with two tram
tracks, as does
the prize-winning proposal
for Budapest’s
Galvani Bridge. Yet a
broadly comparable
crossing distance is resolved in the first
case by a single tall pylon and in
the second by two low
pylons symmetrically opposed to one another. In
both bridges, the pylon legs flank the
carriageway. The designer transformed the
iconic geometry of the Erasmusbrug in order
to satisfy the new
dimensional requirements, but the formal cost was considerable:
roughly half
the span and half the pylon height, combined with essentially the same pylon-leg spacing,
produced a loss of proportion. How an internationally
renowned architectural practice chooses to compromise
its own formal legacy
is its own affair; more difficult to understand is
why the Hungarian jury selected this disproportionate proposal, which moreover
failed to
satisfy all
the competition requirements. If the jury was unwilling to select Zaha Hadid’s bridge — Virlogeux, as chairman, was hardly likely to endorse
an uneconomical and difficult-to-build solution,
however beautiful it
might have been
— then a winner should at least have been
chosen from among the proportionate and constructible alternatives.
The integration of the Danube bridge currently
under construction at Mohács raises a different
set of problems. I know the design constraints and site conditions,
but anyone who does
not will struggle to understand why the single river pier occupies
precisely its chosen
position. The resulting visual subdivision is disturbing
and, in my
view, immediately limits the
possibility of the structure
becoming a ‘good’ bridge. It is a
fundamental weakness when a bridge of this scale cannot visually
‘account for’
the position of its own supports. I know of at least two cable-stayed alternatives: one with the
pylon located at the same river-pier position and another
with the pylon on the left bank. In
the former case an asymmetrical cable
arrangement would have been appropriate; in the latter, a symmetrical arrangement would have been inherently
convincing because the pylon position would itself define
the place. The jury
instead selected
a sequence of arch bridges recalling
the formal language of Pentele Bridge — and repeated
it three times. Pentele Bridge (2007) belongs, in my view,
to the category of structurally uninspiring
bridges whose superstructure
received virtually
no architectural articulation.
Constant-section arches and unresolved cross-bracing
create a monotonous image,
intensified by equally repetitive red lighting columns.
At Mohács, fortunately, the arch cross-sections
vary, producing
a considerably more refined
visual effect. The slender
hangers will remain
visually recessive, particularly
against the sky. This is advantageous: with
two hanger planes, an
oblique view
would otherwise produce a confusing visual
field despite the strict
geometrical order of the network arrangement. I tried to keep my distance from the
bridge’s architectural development, but the original cross-bracing
was so visually characterless that I felt compelled to intervene. The lattice configuration
I developed echoes the network of the hangers while
remaining clearly distinct through its substantially
larger member sizes.
The surface stretched between the arches reads
simultaneously as
open and solid, an effect produced by the pattern of the lattice members
and their stronger sections. Several Gestalt
principles operate together, allowing the eye
to perceive a continuous texture capable of giving the bridge a recognisable character. Without it, the structure
would risk becoming
visually anonymous. Fortunately, the co-designers were
also persuaded by the effect, and the
motif now extends
across all three arches.
My
favourite bridge in Budapest, Szabadság (Liberty)
Bridge (1896), provides
an intriguing example of contextual
integration. In some respects it is exemplary
and in others a counter-example; precisely this ambiguity
makes it so remarkable. I frequently return to
it, and here I
am concerned specifically with its suspension-bridge
appearance. The
original competition brief required a ‘suspension-bridge
character’, intended to harmonise with the existing Széchenyi Chain Bridge
(1849) and with the panorama of the Buda Hills. In other words, the client explicitly demanded integration
with the cityscape. Such formal requirements are rare today,
although in certain regions they could be highly productive.
Historical
and cultural context fundamentally influence
environmental integration. When handled with sensitivity, they
can preserve the genius loci — or, more
simply, intensify the character of a place.
From
the standpoint of historical context, I
distinguish three types:
Conventional bridge reconstructions of the first type are naturally worthy of respect, whether one considers the refurbishment of Széchenyi Chain Bridge (2023) or the exemplary reconstruction of the railway bridges at Gyulafirátót (2025). Yet such projects rarely venture far beyond an established ‘comfort zone’, even though both incorporated numerous entirely new structural components and details. I do not suggest that departure from familiar solutions is always easy, but designers should at least be capable of presenting credible alternatives. If designers do not propose them — or do so unconvincingly — clients will remain within an ever-narrower comfort zone of their own. In the case of the Chain Bridge, a more pedestrian-oriented transformation in which the lattice stiffening girders on either side were omitted — incidentally bringing the appearance closer to the original — could have moved the project significantly towards a human-centred approach. At Gyulafirátót, only maintenance personnel can ‘enjoy’ the interior of the truss; by contrast, at Erste Hinterrheinbrücke (2021), the public can already occupy and experience the ‘inside’ of the bridge.
Ponte Borgo Tossignano (2005) and the recently completed Passerelle Albi (2025) belong to the second type.
In both cases the new intervention
is carefully attuned to the appearance of
the older bridge and to its immediate setting. These additions,
generally intended for pedestrian use, perform strongly
across the full range from Gestalt perception
to phenomenological experience. Their successful integration also depends on
structural elegance, a quality characteristic of virtually every convincing example of this
type. Unfortunately, I cannot identify a comparable
Hungarian case.
The third type includes Pont Trencat (2004) and Passerelle Poissy (under development), but here Hungarian examples can also
be discussed. The reconstruction of the
Ipoly bridges created an exceptional
opportunity that, unfortunately, was not exploited as fully as it might have been — even though almost all the necessary ingredients
were present, with the possible exception of sufficient funding.
Before
the Second World War, dozens of bridges crossed
the Ipoly. Under a Slovak–Hungarian agreement, reconstruction
of these crossings
gradually began. Five have so far been completed: Madách Bridge at Rárós (2011), Katalin Bridge at Pösténypuszta (2012), Károly Róbert Bridge at Ipolydamásd (2023), Szent-Iványi Bridge at Ipolyvarbó (2023) and Szent Borbála Bridge at Drégelypalánk (2024).
Thanks to Bence
Hajós’s research, source material capable of
informing the designers was already available in the early 2000s. The
initial momentum generated
by civic groups endured for a
surprisingly long time, but reconstruction of the Ipoly crossings was never
a political priority, and bureaucratic processes slowed progress considerably.
During the preparatory phase, future bridge
sites were identified. Three design variants were still
produced for the first bridge; by the
second, however,
cost reduction
had become so severe that the outcome was close to unacceptable
from the standpoint
of bridge architecture. The following
three bridges then required
a wait of more
than a decade, once again largely because
of insufficient funding.
The client did express a
preference for aesthetically distinguished and individual bridges, but
financial constraints pushed
the process in the
opposite direction.
Under such conditions
it is perhaps unsurprising
that no comprehensive bridge-architectural
concept was developed for the region. Yet the landscape
possesses a remarkably coherent character,
and the historical sources
show that timber bridges and masonry arch bridges once formed
a recurring local tradition. A unified
architectural language could therefore have been defined, potentially extending
even to preferred
structural types. Unfortunately, the client
did not pursue this opportunity, while the design
side also
appears gradually
to have lost interest in historical context — perhaps a
consequence of
the demoralising effect of continuous cost reduction. Further west, a comparable situation might
have prompted the development
of a family of timber–concrete composite bridges
capable of
addressing both
sustainability and historical
continuity. In
fairness, one of the three variants for the first crossing was indeed a timber road bridge, but the client did
not select it.
Madách Bridge was rebuilt in the image
of a masonry arch
bridge. By Hungarian standards, the result
is notably successful:
the historical context is legible in the
evocation of old stone arches, while the cobbled
pavement and the statue of St John of Nepomuk
placed on the solid parapet are particularly thoughtful
details. My criticism concerns the manner of
historical evocation. Cladding the side faces
of a reinforced-concrete arch with natural
stone is, in
my reading, at odds with structural honesty.
A similar logic can be seen in reinforced-concrete reconstructions
in Buda Castle that operate almost as stage
scenery. These are illusions in the less productive sense
of the word. Contemporary bridge architecture is
capable of
subtler responses: one need only consider Kettenbrücke Aarau (2023), where exposed
concrete and an inventive formal language are
combined within
the image of an
arch bridge, or the road bridge on the outskirts of Eindhoven (2021).
Unfortunately, the Katalin Bridge strongly reveals the fragmentation caused by lack of
funding. It is visually anonymous
in almost every respect, even though the provision of
pavements on both sides and public lighting
could have supported a far more considered bridge.
Károly Róbert Bridge was initially conceived
with a span of
around 100 metres and a dramatic
diagonal steel arch, but financial pressure forced the abutments closer together. The built
version is visually disappointing, a problem
aggravated by disproportionate abutment walls and steep, hard-surfaced
embankment cones. Meaningful
integration with the landscape is difficult to discern, despite
the potentially favourable curved alignment of the approach road.
I was the lead engineer and designer for the Szent–Iványi Bridge and therefore remember the circumstances of its design well. It
is the smallest of the five crossings, and cost reduction
had progressed so far that the river was initially to be spanned by
the cheapest possible system of precast
reinforced-concrete beams. Fortunately, an
opportunity arose
to redesign the bridge, and I took
it. My aim was
to create a structure that would not compete
with the church at Ipolyvarbó on the Slovak
side, while still allowing
the historical context to be evoked.
Approaching from Hungary, the previously described ‘Approach
and Arrival’ pattern works particularly well: the side elevation
of the bridge gradually becomes visible, with
the church forming a striking background. I selected a two-girder
steel bridge with a lowered deck
because it allowed both
the roadway level and the structural
depth to be
kept as low as possible. By shaping the external stiffening ribs of the main girders, it was possible to evoke the curved profile associated with
historic masonry
arches. The
reference is deliberately
indirect and therefore, I believe, more
elegant: it is not the girder itself but its
shadow that draws the desired arch. Unfortunately, the absence of footways means that no direct pedestrian experience can develop, so the
visual experience is available only to motorists
and cyclists. The experiential quality
was further
reduced because
my proposed use of weathering
steel could not be realised; for many local users, the appearance
of rusted steel still
carries associations quite different from those intended architecturally.
Szent Borbála Bridge is a well-proportioned
and graceful tied-arch bridge, with an attractive
arch profile and an engaging
structural configuration. In terms of structural elegance it performs very well; perhaps
the only detail open to criticism is the
triangulation of warped plate
surfaces. The curvature of the approach road
also satisfies the ‘Approach
and Arrival’ pattern. The arch begins with an almost horizontal
tangent, an ideal condition for integration
with a flat landscape.
I can identify only one substantial weakness:
the absence of
any meaningful evocation of historical context. The
bridge could have been built almost anywhere
and would probably
work well almost anywhere, but it does not
capture and intensify the genius loci — the specific
character of this place.
In summary, a coherent
regional bridge-architectural
language could have strengthened the identity of the Ipoly
landscape, just as a unified approach was successfully achieved for the Tisza
Lake footbridges (2020), where all four
bridges were designed by the same practice. Consistent stylistic principles
could equally be required for bridges along particular
motorways or, for
example, for the structures
now being reconstructed on Budapest’s
Ferihegy expressway. A coherent family resemblance and the demand for individually designed bridges are not contradictory; on
the contrary, they
can reinforce
one another. The
Zaan region, also
discussed by Smits, provides a useful
international precedent:
its bridges share
recurring characteristics
— curved forms, white finishes and
slender tubular steel members — while each remains
individually designed. The family even includes two movable bridges, Prins Bernhardbrug (2007) and Julianabrug
(2009).
The list could continue
at length, but two
further bridges deserve
particular mention. Pont Schuman (2014) in Lyon is inserted
between two older suspension bridges with central river
piers and takes the form of a two-span
road arch bridge. Its arch geometry evokes a gull
descending towards the water, while the inverted arch profile
also establishes a
formal dialogue with the neighbouring
suspension bridges. Beyond its sensitive response to historical and cultural
context, the bridge also performs strongly
in phenomenological terms. Benches are placed
within a protected pedestrian zone from which the adjacent historic
suspension bridge can be viewed. I know few
better examples of a
bridge intensifying
the character of its place.
Pont de Tilff (2021) is an unusually configured
and remarkably user-friendly
bridge. Here, integration with the surroundings is achieved less
through the abstract form of the load-bearing system
than through
the organisation
of use. On one side lies the town’s attractive main square extending
to the waterfront; on the other, the railway station. Road
traffic occupies
the upper deck of the under-deck-stiffened
structure, while pedestrians and cyclists pass
below, close to
the water and completely separated from motor
traffic. The two levels are connected by distinctive,
lightweight multi-flight
steel stairways. In formal language, material
selection and landscape design alike, the bridge is exemplary. It is difficult to think of another
bridge that combines such complexity with comparable beauty, richness of detail
and human scale.
Multi–functional bridges are predominantly footbridges, but I am strongly convinced that the
same principle
can — and should — be extended to road
bridges. There are already examples elsewhere in
the world, so I am by no means alone in this
view, although
very few such bridges have yet been realised. It is striking
that two of the designers making the
greatest advances in this field, Marc Mimram and Dietmar Feichtinger, are precisely those whose
Budapest lecture in 2009,
mentioned earlier, had such a profound influence on me.
Footbridges can be classified in many
ways, but perhaps the most revealing distinction
is between path,
node and landmark. Bridges characterised
as a ‘path’ are generally simple, mono-functional structures that carry users across an
obstacle but often provide
little or
no experiential value
beyond fulfilling that
primary task. The ‘node’
category comprises bridges with additional functions that create places in which
pedestrians can pause, rest and engage in social life. Such
a place may be more enclosed and spatially differentiated than an ordinary urban square, allowing
the user experience to unfold more fully. ‘Landmark’ bridges, by
contrast, are explicitly sculptural or iconic structures
conceived primarily
to attract attention. The triad path–node–landmark
can also be expressed as
continuity–proximity–identity, terms that perhaps reveal the underlying distinction
even more clearly.
Franchissement urbain Pleyel in Saint–Denis (2026) creates a public space aabove one of Europe’s largest railway complexes. Mimram conceived it as an ‘inhabitable bridge’: beyond its transport function, it is intended to operate as a communal space accommodating places to rest, viewing terraces and various service functions. The pedestrian section has been in use since 2024, while the road component is due to be completed in 2026. The structure, formed from Vierendeel girders characteristic of Mimram’s work, simultaneously constitutes the bridge’s load-bearing system and a ‘covered space’ capable of accommodating pedestrians; recessed planting beds are integrated into it. Street furniture, broad stepped elements resembling landscape terraces, and ramps articulate a surface that in functional terms serves an intermodal transport hub.
Pont Anne de Bretagne in Nantes is scheduled for completion in 2028, but its
3,000-tonne steel structure arrived by sea from Italy at the mouth of the Loire in January 2026
before continuing
upriver towards central
Nantes. At 60 metres wide, the bridge is intended to become the widest in Europe. It will accommodate
two tram tracks, cycle lanes, pedestrian areas and
planted spaces, while
providing only one road-traffic lane in each direction. A broad new steel
structure will be added alongside the
existing bridge,
increasing the
overall width to almost three times its present
dimension. The resulting bridge will become a public space above the Loire, functioning
partly as a hanging garden and partly as an urban park:
planted areas
will occupy
18 per cent of the total bridge surface, while 43 per
cent will be reserved exclusively for
pedestrians. Whereas Mimram’s Pleyel project seeks to make
an intermodal hub more habitable,
Feichtinger’s Nantes project is explicitly conceived
as a public park over water. As at Pleyel, the new bridge surface
will contain abundant
street furniture, ramps and stepped areas suitable for sitting; these
interventions are concentrated on the new structure
because the existing
bridge deck is almost level. Planted strips separate pedestrians from faster-moving users,
reducing conflicts and allowing the pedestrian areas to function
as genuinely
protected space.
Feichtinger achieved
international recognition
with the Passerelle Simone de Beauvoir in Paris (2006). Curved, step-free ramps from the upper
and lower quays converge in the bridge’s central, lens-shaped,
two-level public space. The upper level
offers expansive views,
while the covered lower level, furnished with benches, provides
a calm place to
rest. Here Gestalt perception and
phenomenological experience are developed to an
unusually high degree. The visual and
acoustic qualities of the timber deck,
the proximity, appearance and smell of the water, and the calm alignment
and generous width of the pedestrian routes
together create
an exceptionally
rich experience
for those who
wish either to cross or to linger. The bridge is a near-perfect
embodiment of the previously discussed ‘The Middle Is the Place’
pattern.
Most na Karowej (2024) spans the Vistula in Warsaw. More than 450 metres long, the
weathering-steel pedestrian and cycle bridge
follows a subtly
broken alignment and already possesses a generous deck width, which expands
further at intervals to create places where pedestrians can sit during the long crossing.
Benches rise from
the widened areas on one side, while on the
other a sequence of two
or three broad
steps provides informal seating. From the upper step,
users can even lean comfortably against the inclined structural
element that rises above deck level. Along the riverbank,
flights of
steps employing a similar formal language and material
palette extend the bridge’s design into the
surrounding public realm. Exemplary in virtually
every respect, the bridge has become a
popular city-centre destination from which
both the river and Warsaw can be experienced.
Erfurt's Promenadendeck (2022) is an unusual pedestrian and cycle bridge that also functions as public space. It consists of two deck
strips forming
an acute angle in plan, one rising and the
other descending towards the abutment. The steep triangular surface enclosed between the two ramps
has been transformed into a flight of steps.
As in many
successful public-space projects, the double-height
steps also act as timber-clad
seating. Conventional
bridge design might
simply have treated
this wedge-shaped area as residual space; the
human-centred approach instead converts it into an additional urban place.
Simple interventions of this kind can create
popular communal spaces almost anywhere
within the urban fabric.
Pasarela de Callús (2008) is likewise an apparently
simple footbridge, distinguished
by a gently
broken alignment. The change in direction occurs
at a terraced widening above the river. Structurally,
it is a two-girder
through bridge in
which the main girders also form the parapets, except at the central terrace, where the girder drops below the terrace slab. The ‘The Middle Is
the Place’ pattern captures the essence of
the bridge, but its
experiential quality is reinforced by an abundance of
carefully resolved details. The weathering-steel structure, meticulously shaped lighting columns, timber
deck, brushed-metal balustrade
components, three central
benches, the few steps descending to
the terrace, and the individually formed exposed-concrete piers and abutments together reveal exceptional design ability, stylistic
judgement, and an
assured understanding of form and material.
Xavier Font was also responsible for the
previously discussed Pont Trencat (2004), where sensitivity to both the physical setting and historical context intensifies the genius loci.
Paleisbrug (2015) is a pedestrian and cycle bridge that simultaneously functions as a hanging garden. Located in ’s-Hertogenbosch, it follows a straight alignment, with its central section spanning the railway. This middle portion is a two-girder through truss. The project was the renowned Dutch landscape architect Piet Oudolf’s second bridge-related commission after New York’s High Line. The landscape concept divides the 250-metre-long bridge into three zones: outer sections characterised by savannah-like planting and taller trees, and a central section planted with lower vegetation. Planting beds are recessed into the deck, while the walking surface is heated so that de-icing salt is unnecessary during winter. I visited the bridge two years after completion in order to experience its usability directly. Dutch trains are surprisingly quiet, so railway noise did not disrupt the phenomenological experience. The proximity of vegetation, warm sunlight, the tactile quality of timber-clad benches and the more intimate planted terraces positioned outside the structural frame all contributed to a highly agreeable experience. The path-like ‘continuity’ of crossing above the railway is therefore complemented by the sense of ‘proximity’ characteristic of successful public spaces.
Passerelle Zwolle (2025) is another hanging garden above a railway, constructed in the interests of sustainability from glued-laminated timber girders and a CLT deck slab. Its S-shaped alignment is particularly favourable from a human-centred perspective because the bridge and its surroundings are continuously revealed from changing viewpoints. This effect is intensified by guiding pedestrians diagonally across the generous deck width from one edge to the other. Because the CLT deck itself is horizontal, most planting has only 20–30 centimetres of growing medium; small mounds therefore had to be formed for trees and shrubs requiring greater soil depth. A fountain at the centre of the bridge supplies water to the planted areas. The water remains legible on the surface as it flows towards the abutments through channels that alternate between covered and open sections. At one abutment the planting itself appears to ‘flow down’ between the stairs, while the water descends through a sequence of miniature waterfalls. Numerous timber-clad benches are distributed along the bridge: some face outward and function as viewing terraces, while others turn inward. In form, materiality and richness of detail, the footbridge approaches an ideal synthesis in which both Gestalt perception and phenomenological experience have clearly been considered.
The use of planting
on Hungarian bridges remains extremely limited. I can identify
only two examples: Esterházy Bridge in Kaposvár (2020) and Bosch Campus footbridge in
Budapest (2023). On the former, planting
beds are
placed along the bridge axis between the stay-cable
anchorage points. This central planted
strip is integrated with benches, and
pergolas at one end of the bridge further contribute to
the user experience. In the latter case, however, a wire-mesh
fence incorporated into
a parapet wall separates the planted area from the walking surface. In this
form, the arrangement
almost negates the very idea of human
experience, despite the attempt to make the
crossing more user-friendly by providing benches
with timber seats.
Fall protection is of
course essential,
but the result
resembles an
enclosure: pens are appropriate
for animals, not for employees
seeking fresh air.
I would like to return to the proposition stated
earlier: urban road bridges should be endowed with the benefits of additional functions so that genuinely ‘liveable’, ‘good’
bridges can emerge. Making
a road bridge human-centred is considerably more difficult than doing so with a
footbridge, but that difficulty is precisely
what makes the challenge worthwhile. Around 2020–2021 I developed the fictional Chameleon Bridge, based on the long-discussed
alignment of the Aquincum Danube Bridge. At that
time I knew of
no international precedent
that could guide the integration of the many
additional functions I envisaged into an urban road bridge, which gave me considerable
freedom to experiment. Looking back
five or six years later, the conceptual approach
of Pont Anne de Bretagne in Nantes is perhaps
the closest parallel to my own proposal, although
fortunately the two still differ in many respects.
As I argued in a 2021 blog post, an urban bridge may
sensibly be constructed with the capacity
for two traffic lanes in each direction,
but this does not
mean that all four
lanes must be marked for general motor traffic.
Cars might
use one lane
in each direction,
while the remaining lanes could be reserved
for public transport or reassigned to cycling;
narrower cycle lanes could in turn be separated by planted buffers. Such reserve capacity may become valuable when an
adjacent bridge is temporarily closed for reconstruction. ‘Green’
bridges are often criticised as greenwashing or for
their large embodied-carbon
footprint. Additional dead load requires additional
structural material, and the emissions associated
with that
material may
indeed exceed
the carbon that
bridge vegetation could sequester over its
lifetime. That observation
can be correct, but it is not the only meaningful
comparison. The additional material should also
be considered against the positive experiences generated
for bridge users and the wider benefits of a
more liveable environment. These effects are admittedly difficult to reduce
to a common metric. A bridge with a
favourable carbon calculation would still be a poor
outcome if it created an uninhabitable environment that
people had no
reason to use.
Everything we build influences
our environment, our behaviour and, ultimately, our decisions. A more
attractive environment encourages walking and cycling;
greater numbers
of pedestrians and cyclists, in turn, support
a more active public life. By contrast, travelling
in an enclosed car tends
towards social isolation. If people have places in which they can encounter one another rather than remaining at home absorbed by manufactured media scares and polarized political propaganda, urban life can become more animated, safer, more sustainable and healthier. Put
more concisely and in
more academic terms: bridges that incorporate
public spaces can act as social catalysts.
In an earlier lecture
I summarised the conditions that may enable public spaces
to develop successfully on urban bridges:
The concept for Tisza Bridge in Szeged, initiated in
2021, developed directly
from ideas refined through the Chameleon Bridge. The earlier configuration
of three consecutive arched trusses was reduced to a single
principal arch, but the user
experience created by the additional
functions was not
diminished.
When discussing integration with
the environment, I argued that one of a designer’s greatest mistakes is to become
attached to a form and regard it as universally ‘deployable’.
That criticism
applies when
the form fails to
belong to
its setting. In
my view, however,
this particular
geometry could work equally well at
the Aquincum Danube crossing,
here in Szeged, or even in the Dutch
lowlands. The previously described ‘Landscape-Tracing Bridge’
pattern is clearly present.
The same curved structural
motif reappears in the entrances to the pedestrian underpasses
on both banks. The ‘Approach
and Arrival’ pattern is also legible, particularly when approaching from
Újszeged, as is the ‘Park-to-Bridge Transition’, since both abutments and riverbank areas follow
the same design principles. At the scale of the bridge itself, the patterns ‘The Middle Is the Place’, ‘Segregation of
Traffic’ and ‘The Bridge as a Destination’ are likewise fulfilled. At the scale
of detail, the ‘Resting Bench’, ‘Mastic-Asphalt Cycle Path’ and ‘Luminous
Handrail’ patterns are also present.
It may sound immodest,
but the defining quality
of a ‘good’ bridge is not an iconic
form; it is
the simultaneous fulfilment of as many meaningful patterns as possible, allowing the bridge to become
‘alive’. Given Hungarian circumstances, it is impossible to know whether this bridge will ever be built in
this form, despite the existence of detailed construction drawings. I could discuss its
additional functions and their contribution to lived human experience
at much greater length, but these are documented
on my website and blog.
Careful detailing is particularly important on footbridges. More
precisely, it is important on every bridge on which
pedestrians are present. The appropriate degree of refinement should fundamentally
correspond to the speed at which users pass
through the structure. The level of detail demanded
of a railway or motorway bridge is therefore naturally different from that expected of a distinctive
footbridge in a city centre.
The subject can be approached in many ways: through a systematic discussion of individual bridges, through the characteristic
design language
of notable designers, or through the interpretative
spectrum of human experience, from
Gestalt perception to phenomenological experience.
As noted earlier, Xavier Font’s talent is unusually broad, and nowhere
is this more evident
than in his detailing. At Pasarela de Callús (2008), the pronounced
horizontality of the superstructure is set against extremely slender
vertical piers. Material choice reinforces
the contrast: the superstructure is weathering steel, while the piers are exposed
concrete bearing the imprint of their
formwork. The piers have a hockey-stick profile,
widening towards the rear, and even the
formwork lines deliberately
avoid the horizontal. The steel main girders are box
sections that widen downwards, with
webs inclined rather than vertical. Lighting columns
are cantilevered from the outer faces of the main girders.
Every plane and every individual form is clearly defined
rather than accidental. The restrained material
palette is limited to weathering steel, exposed concrete, brushed-metal balustrade
elements and timber surfacing. Pont de Callús (2017), immediately beside the earlier
footbridge, is a grillage structure whose
outer steel girders likewise
have inclined webs.
In side elevation, paired stiffening ribs
welded to the outer faces
form a clear rhythm aligned
with the posts of the vehicle restraint system.
Bespoke bearing
elements support the two inner girders because
the original narrow piers were retained. Pasarela Can Gili (2010), with its kinked steel main girder, exhibits the same
recurring material and formal vocabulary.
Font has also introduced considerable innovation
into Warren-truss
structures. The diagonal members of the main
girders at Pasarela Joan Camps (2007), Pasarela Sant Pere Sacarrera (2011) and Pasarela Montornes (2015) are each individually resolved, while
the material palette
remains recognisably consistent. Every one of Font’s hierarchically articulated structures
— and especially their details — rewards close study.
The Warren truss also
recurs in the work of other practices, including
Moxon Architects. On Espérance Bridge (2021), the compression diagonals
and the upper and lower chords are T-shaped members
fabricated from individually formed plates, whereas
the tension diagonals
are pin-ended members
with a deliberately contrasting appearance. Lilleakerbyen Broer in Oslo, currently under development, comprises three
bridges employing three different material systems. One is an
under-deck-stiffened footbridge with two glued-laminated
timber main girders, a solution that can by now almost
be considered a contemporary classic.
The second is a pedestrian and cycle bridge formed from post-tensioned granite elements, with transverse
members — also functioning
as parapet components
— clamped between the stone blocks.
The third is an S-shaped steel pedestrian and cycle bridge
with a box-girder cross-section. All three combine
a restrained formal language with
distinctive structural systems and numerous carefully developed bespoke details.
X-bracing
has been a perennial theme for structural designers
from Telford to the present day. Ney & Partners have produced
perhaps two of the most elegant formal resolutions
of the problem of intersecting members. Both Briandsbrug (2020) in Ingelmünster and Tintagel Castle Footbridge (2020) use X-shaped bracing
to connect
the upper and lower chords. In the former, the X
is cut from a plate and
strengthened by welding flat bars along the plate edges associated with the obtuse
angles, thereby creating T-ribs. In the latter, the solid steel members
do not in fact
cross: two half-X
elements, each kinked
at the centre, are welded together, while adjacent erection units are connected by two bolts at their
boundaries.
Deep-web I-girders can appear visually
too solid, and
perforating the web can
therefore be advantageous. Vierendeel systems
provide another
long-established solution, one repeatedly used by Marc Mimram. He employed Vierendeel articulation in the arch of
the bridge now known as Passerelle Solferino (1999) – now known as Passerelle Léopold–Sédar–Senghor – and in the main girder of Bath Footbridge (2023). Bath bridge is particularly intriguing structurally: at
the location
where the two chord plates would
theoretically intersect — the point of zero bending moment — they remain separate, while the Vierendeel verticals
become progressively
more closely
spaced over
the support.
Many
other practices and structural details that function as recognisable
stylistic devices could be discussed. In
reality, however, much
of this refinement
is appreciated most fully by engineers. The ordinary
bridge visitor is often more immediately affected
by the phenomenological richness produced by varied materials, or by an ‘illusion’ generated through one of the principles of Gestalt perception. One example of each will suffice.
At
the previously discussed Tintagel Castle Footbridge (2020), the symbiosis between
varied materiality and meticulously resolved detail
is especially evident.
Before stepping onto the bridge, pedestrians already perceive its extraordinary
slenderness; the direct phenomenological experience begins with the act of
entering it. The walking surface is composed of
approximately 40,000 hand-cut slate pieces laid on
edge, creating an exceptionally distinctive
texture. The specially
shaped brushed-stainless-steel balustrade
components provide another strong visual impression, while the English green-oak
handrail adds a
further tactile dimension.
Combined with
the breathtaking view, these material sensations are
highly likely to be
retained as
a lasting memory.
The range of possible
Gestalt effects is almost unlimited, but one bridge within El Valle Trenzado near Alicante offers a particularly instructive
example. The pale
exposed-concrete surface of the Y-shaped reinforced-concrete
girder contrasts
strongly with
four dark, slender piers.
The figure–ground principle is particularly effective: because
the piers lean
in different
directions, they
are perceived almost
as the trunks of palm trees. The illusion is remarkably
complete, and the first reaction may be one of surprise at
how such a reinforced-concrete bridge can span so far.
If the piers were vertical
and regularly arranged, larger in cross-section, or similar
in colour to the superstructure, the eye would no longer pass
over them in the
same way and the perceptual effect would disappear.
My criticism
of recent Hungarian bridges is rooted largely in the absence of considered detailing — or in a visually incoherent accumulation of details. The impression is often that insufficient time remained
to resolve them, leaving the bridge to coexist
with elements that share no meaningful visual language.
Worse still
is the situation in which the designer does not recognise the visual damage caused by retaining a handful of stylistically incompatible
details. As a practising engineer, I know that time
is never sufficient and that details are often
the first casualties. Avoiding this would
require either a substantial shared
knowledge base or some form of ‘style adviser’
on whom designers could reliably draw.
Until such support exists, weak solutions will continue
to recur. If criticism of them is itself discouraged, the problem becomes
more serious
still: errors
become normalised and everyone simply looks away.
As argued
earlier, the speed at which a bridge is experienced fundamentally affects both the nature
and the required degree of detailing. A road bridge remote from an urban area calls for a different level
of refinement from a city-centre footbridge. I shall continue with recent Hungarian examples.
On Pál Tomori Bridge (2024), numerous small — and
some not so small
— details could have been improved. The pylons
have an elliptical cross-section, a geometry without corners or sharp edges except for
the two recessed vertical pilaster-like strips. Below the level of the footway cantilever,
however, this form continues as an angular, downward-tapering
trapezoidal face with pronounced edges:
structurally, this is the support diaphragm of the box girder. Yet the
pylon should read as a single continuous form from its
crown to the bearing on the pier. The
horizontal footway cantilever visually
separates the two components,
although structurally
and compositionally they are not
independent. The recessed strip, approximately
one-third of the
pylon width, does not continue below
the footway slab, even though the repetitive ribs of the corrugated-web
box girder appear to
be of roughly the same width. To
me, this suggests that the two elements were
never fully
resolved as a
single visual composition. There seems to have
been no obvious obstacle to shaping the ends of the support diaphragm with constant thickness, a
continuing vertical recess
and elliptical rounding. A similar contradiction
exists between the trapezoidal frontal
face of the diaphragm and the curved, cap-like
termination of the pylon. The angular and curved
geometries have no evident relationship. The granite blocks of the pier
converge to form a pronounced
central edge, yet
the trapezoidal face of the diaphragm has
no corresponding axial
articulation. Higher
up, the recessed
pylon strip
continues vertically, but its two edges again
bear no relation to the centreline.
Visually, the
bridge therefore fragments
into three separate objects: the pier, the corrugated-web box
girder and the pylon.
They could
instead have been developed within a coherent
formal language. The width of the footway cantilever
follows the minimum spatial requirements almost mechanically:
the cycle lane has to deviate around
the stay-cable anchorages
and then again around the pylon. One might describe the resulting movement
as playful,
but a straight alignment would be considerably more elegant. This could be achieved
either by accepting some additional material
and maintaining
constant-width cantilevers,
or by reconsidering the structural arrangement
more fundamentally.
The
client’s brief required a two-way cycle track
on both the northern and southern cantilevers.
This is difficult
to justify, particularly
when the stated
rationale was to serve local workers cycling
to the Paks
II development.
Naturally, two parallel
bidirectional cycle tracks exist neither before nor
after the bridge — one might perhaps expect such an arrangement
in the Netherlands — yet cyclists are nevertheless
directed onto both bridge footways. In planning terms, the requirement is plainly
irrational and should have been challenged.
A more realistic arrangement would have provided
one traffic lane
in each direction and a wider pavement, accommodating a bidirectional
cycle track and pedestrians,
whether on the north or south side. All traffic could then
have passed between the pylons. The cycle route
could remain completely straight, while the
pylon could be resolved as a more visually
continuous object. Stay cables could be anchored close to the deck edges with only
minimal cantilevering. Moving the pylons towards
the outer edges would also permit them to incline transversely
away from
the bridge axis, visually widening the currently constricted
interior space and establishing a stronger formal
relationship with the inclined webs of the box
girder.
The night-time
illumination of Robinson Bridge (2023), together with several carefully composed
photographs, is
undeniably striking. I shall discuss the bridge in detail in Section 7; here I shall restrict myself as far as possible to its detailing.
Distance flatters this
bridge. At
close range it is surprisingly characterless, with
few details
that might encourage anyone to spend time there. In the terminology introduced
earlier, it is
primarily a ‘path’, or an expression of ‘continuity’: for pedestrians it
offers very little experiential
value. The parapets
are extraordinarily massive, presumably because they were required to resist substantial
impact loads from
golf carts. The central dividing strip
further reinforces the impression that the bridge was designed
principally to serve the athletics stadium rather
than to embody a human-centred
approach.
A brief digression
is necessary
here to mention another structure: the pedestrian and cycle bridge on Népfürdő Street beside
the Duna Aréna. Márton Bede has observed on the Borízű
Hang podcast that footbridges seem to be
built in Budapest only when associated with
a sporting event. Such
circumstances repeatedly
have negative consequences for long-term user experience. The Népfürdő Street bridge was conceived
primarily to serve parking areas beyond
the Rákos Stream during the 2017 World
Aquatics Championships and to function as an emergency
escape route. Consequently, its almost six-metre-wide deck could not be subdivided: no columns could be placed on it, and
no change in level could separate future pedestrians from cyclists. A
sporting event lasting only a few weeks thus determined the
principal requirements of a bridge intended to remain
in service
for a century.
I understand that the client provides the funding, but it would be refreshing if long-term
common sense occasionally prevailed over short-term
thinking.
Returning to Robinson Bridge: during broadcasts
of the 2023 World Athletics Championships, carefully
framed images
of the stadium and bridge were repeatedly shown, and the
structure served the golf-cart traffic between
the warm-up
areas and the stadium
perfectly. Yet
this represented only
about two weeks of
the bridge’s life. For the remaining century, a bridge conceived
more explicitly
around human
experience would be far more valuable. The stay cables connect to tubular edge girders
outside the parapets, where the floodlights illuminating the pylon are
also mounted. The lighting columns are inclined and square in cross-section; unfortunately, their design changes immediately before and after the bridge.
The pylon crown tapers with convincing
proportion. The reinforced-concrete anchorage blocks for
the backstays also
have clearly
defined contours
aligned with
the tangents of the outer cables. These details are technically accomplished, but they
contribute little
to the bridge as a
lived human experience.
As noted earlier, the preceding framework adopted a primarily structural perspective in which the human being remained only implicitly present. Billington’s three E’s — efficiency, economy and elegance — provide perhaps the clearest formulation of structural elegance in engineering: a structure should be materially efficient, economically viable and aesthetically expressive at the same time. To exaggerate only slightly, in an ideal bridge virtually every kilogram of material contributes to carrying forces. Working within this structural paradigm, the finest designers can achieve an almost perfect degree of structural elegance; from a human-centred perspective, however, this alone is not sufficient.
Structural elegance is inseparable from structural
evolution. Structural evolution, in turn, is closely connected
with material efficiency and with advances in computational methods and
materials science. The direction of development
is persistent: in many
fields, hierarchical structural systems — trusses, for
example — are gradually
giving way to continuous-surface structures whose stiffness
derives increasingly
from geometry.
Aircraft design provides
a useful
analogy because its
technological evolution
has proceeded
much faster than that
of bridge engineering. When the Wright Flyer first flew for a few seconds in December 1903, it was essentially a
hierarchical timber
truss covered with
fabric and stabilised
by wires. By contrast, the Concorde, which first flew in March 1969,
was a supersonic aircraft with a self-supporting
metallic monocoque structure capable of travelling at twice the speed of sound. And, incidentally,
1969 was also the year in which
Apollo 11 landed on the Moon.
I do not intend
to rehearse the entire history of bridge engineering
here. It is sufficient to observe that hierarchical
structures have accompanied us for a very long
time, while
advances in materials science are likely to make continuous-surface
bridge structures
— including those made from fibre-reinforced composites
— increasingly common. Rather than proceeding chronologically,
I shall go
directly to the central question and
use the work of several
prominent designers to examine how far
each has responded to
this structural
evolution, and to what extent the balance
has shifted from ‘skeletal’, hierarchical systems towards
geometrically stiff continuous structures.
I have referred to
Xavier Font several times. His structures are consistently
hierarchical: the
main girders — whether trusses or box sections — remain clearly differentiated
from cross-diaphragms, crossheads and piers. A rigorous
structural hierarchy
is maintained throughout; Pont de Callús (2017) is a particularly clear
example. The same disciplined
order can be found in Feichtinger’s bridges, where every structural component
is explicitly defined and carefully shaped. Passerelle Mantes–la–Jolie (2019), for instance, is
a curved steel box-girder
bridge with outrigger plates supporting a timber deck. Mimram’s bridges are similarly hierarchical.
One need only consider Passerelle Léopold–Sédar–Senghor (1999), where the Vierendeel arches,
V-shaped supports
and the longitudinal-and-transverse girder system
carrying the deck form
an exceptionally
legible structural order.
Most designers still work
within hierarchical systems, although there are important
exceptions in
which geometric stiffness makes continuous surfaces
possible. In many cases the transition goes no further than perforating solid plate girders that simultaneously serve as parapets,
but more progressive examples also exist, including the thin-walled structures developed
by Schlaich Bergermann Partner and Steg Trumpf (2018). In U-shaped
plate structures that behave essentially as two-girder beam bridges, the lower flanges of the
main girders merge directly into the deck plate, while
external ribs stabilise the thin plates against buckling. Examples include Somers Town Bridge (2017) by Moxon Architects, Abbey–Chesterton Footbridge (2021) by Knight Architects, and Annie Vande Wielebrug (2024) by Ney&Partners.
Laurent Ney’s bridges perhaps
offer the most convincing
illustration of structural elegance and of an
attempt to move
beyond hierarchical systems through
geometric stiffness. I referred to X-bracing in the preceding
section. Connecting two bars with bolts or rivets is a long-established,
effective and inexpensive solution, but such
joints inevitably require maintenance. At Briandsbrug in Ingelmunster (2020), by
contrast, the X-shaped element was cut from a single steel plate, with flat bars
welded along the plate edges associated with
the obtuse angles to form T-shaped stiffening ribs.
When parapets also function as main girders, perforation offers
a particularly effective solution because the girder
web can be formed from a single thin plate. CNC laser cutting makes it possible to cut almost any lattice-like structure or pattern into the plate, producing
an element that is visually distinctive while
remaining structurally efficient.
Examples include the movable bridge at Stalhille (2004) and Loopbrug Centner in Verviers (2006). In the
latter, the upper edge of the web plate is
folded to provide geometric stiffness, allowing
the fold itself to act
as the top flange.
Antwerp terminal bridge (2020) represents a
transition towards fully spatial plate structures.
It is a closed, tube-like
plate structure with a pentagonal cross-section,
its side surfaces articulated by Vierendeel-like perforations. Another Antwerp
bridge, Parkbrug Spoor Noord (2016), is a tied-arch
bridge whose distinctive feature is that it
is fabricated entirely
from plates: there are no conventional closed box
sections. The deck plate is stiffened from below by transverse ribs.
The arch itself is a thin steel plate whose
stiffness is generated by folded plate edges; these connect
directly to the uniquely patterned perforated side plates that replace conventional hangers.
Among
the open spatial
systems is Lichtenlijn–brug (2009) in Knokke–Heist, a curved pedestrian and cycle bridge whose overall profile evokes
a suspension bridge. Here again, the structure is composed
almost entirely
of plates; even the Y-shaped
pylons are assembled
from T-shaped plate ribs. Tension plates replacing
conventional suspension cables merge into the U-shaped stiffening
girder without angular discontinuities. The concrete deck slab acts compositely
with the curved
steel plate structure through shear
studs.
Passerelle Poissy, currently under development,
is likewise
conceived entirely from folded plate elements. The longitudinal
edges of the deck are stiffened by two planes inclined
at approximately 45 degrees, positioned either below or above the deck plane depending on the span to be bridged. Where these inclined web plates rise above deck level,
their free edges
require stiffening,
most practically
achieved through a 90-degree
fold. The webs may
also be perforated, as at Parkbrug Spoor
Noord and Steg Trumpf. Formally, the most
distinctive feature is that in side elevation each edge
reads as a continuous, uninterrupted
strip.
The formal language
of Annie Vande Wielebrug (2024) in Ghent is
based on similar plate-stiffening
principles, but its final
structural form
emerged from
an extensive optimisation process. The aim was to span
78 metres
with an exceptionally shallow structural
depth, which required a hybrid between a shallow tied arch and a Vierendeel girder. This
bridge too is formed entirely from plate elements: its
‘legs’ are T-shaped
plate ribs, the arches are narrow plate
strips, the thin deck plate is stiffened below by transverse ribs, and the
inclined webs behave
as Vierendeel girders with teardrop-shaped openings,
stiffened externally by ribs. The transverse stiffeners
form a continuous system extending from one arch to the other.
Ney & Partners’
portfolio contains
a markedly
higher proportion of continuous-surface steel
bridges than that of
almost any other practice. The firm employs geometric stiffness
and structural topology with unusual consistency
and coherence. Box-section girders
characteristic of hierarchical systems are not casually mixed
with continuous plate surfaces; flat steel ribs appear
instead either as plate stiffeners or, where
they replace skeletal members, as T-shaped
ribs. This
disciplined separation has generated a clear design language and a recognisable architectural identity that distinguishes the practice
from its peers.
Research–based design provides a genuine
competitive advantage and enables structures of
extraordinary slenderness and formal clarity. At
Ney &
Partners, the combination of structural elegance and structural
evolution has become something close to a signature, particularly in the field of continuous-surface steel structures, which remain comparatively
uncommon in
the work of
other designers.
It is important to recognise
that the desire for ever more slender
structures will continue
to grow even as
achieving such slenderness
becomes increasingly demanding. We are now moving beyond the domain
in which established ‘rules of thumb’
are sufficient.
Developing new rules will require extensive calculation, research and optimisation. Until these
new principles become
established and the
specialised knowledge required to apply them becomes more widespread, a
certain degree of confusion is inevitable. Expectations for slenderness
will rise, while
relatively few designers will be able
to meet them with
genuine structural logic and elegance. We should therefore
expect to
encounter genuinely
‘next-generation’ structures, structures that merely
‘look next-generation
while remaining
previous-generation’ in their structural conception,
and, of course,
many structures that
remain wholly ‘previous-generation’.
I see a parallel with
the Sydney Opera House, discussed earlier.
Utzon envisioned the roof as a thin-shell structure, but did
not initially
recognise that the geometry he had
imagined was incompatible with shell theory. The realised
structural solution could scarcely have moved
further from the original structural idea. Put simply, if someone lacks the relevant knowledge — in
Utzon’s case, shell theory
— he should be cautious about creating a form
that gives the impression of embodying that
knowledge. To an
expert eye — Nervi’s, Torroja’s or Candela’s, for
example — the resulting
structure reveals the discrepancy: beams ultimately
replaced the
intended shell action,
while structural elegance and structural
philosophy were subordinated at enormous cost in material efficiency and economy.
A ‘false appearance’ is not the same thing as a deliberately created perceptual
illusion. In Utzon’s defence, he was an
architect primarily concerned
with form rather
than a bridge engineer responsible simultaneously for form and structural behaviour. In bridge design, however, competence
in both is
expected. Great
caution is therefore required when elements that have become another designer’s signature are copied — or, to
put it more gently, ‘adopted’
— without adopting the structural thinking
that made them meaningful.
Continuous
surfaces based on geometric stiffness now make extraordinarily slender bridges possible, but appearances
must not be confused
with structural principles. A continuous
plate surface cannot logically be stiffened by introducing
closed box-section members belonging to a different, hierarchical structural
family without changing the nature of the system. If we aspire to
slender, restrained and elegant structural
elements while falling
back on familiar components from hierarchical
systems, the result may imitate the
appearance of a continuous-surface structure
without achieving
its structural elegance or material efficiency. More precisely, such a structure is
not necessarily ‘false’
or deceptive; it has
simply reverted to a hierarchical structural system.
There are still few recent examples because
the phenomenon
itself is new, but the new pedestrian and cycle bridge over the M7 motorway near Velence (2026) belongs, in my view, to this category of structures that ‘look next-generation’. Formally
and structurally, it
combines features
of Annie Vande Wielebrug (2024) and River Thames Footbridge (2018). The
Belgian bridge is a continuous-surface
structure whose
stiffness derives
from geometry; the British bridge is a classical hierarchical system.
The specific steel consumption of Annie Vande Wielebrug is approximately 30 per cent lower than that of the M7 pedestrian bridge. The visual similarity
of their dominant
inclined web plates is difficult to deny — the Hungarian solution is almost a replica — yet in
terms of structural philosophy and structural evolution, continuous-surface vs. hierarchical, the two bridges represent
fundamentally different levels of development.
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In 2025, the nominees for Hungary’s Bridge of the Year award were cable-stayed and extradosed bridges. As stated at the outset, I do not intend to discuss only a single bridge on each occasion. My aim is to examine several bridges together, linked by a shared characteristic. Foreign examples will presumably become predominant in future critiques, but for this first instalment I would like to focus exclusively on Hungarian bridges.
I have long been interested in inclined-monopylon configurations,
a theme represented by three of the nominated bridges.
I shall therefore discuss Esterházy Bridge (2020) in Kaposvár, Robinson Bridge (2023) in Budapest, and Monostori Bridge (2020) in Komárom, setting out my observations and reflections on each.
As architects have long
observed in relation to architectural
criticism, nobody benefits
from criticism that is timid, servile, vacuous,
merely descriptive, or
impersonal. The aim here is a
concise, accessible and direct text, supported by extensive visual material that can function equally as argument,
counter-argument,
evidence and a basis for debate. I have visited
all three sites personally and therefore
rely primarily on my own observations and first-hand experience.
For each Hungarian bridge I have also selected a foreign counterpart.
Placing the
two side by side makes
the distinctive characteristics of the
Hungarian example easier
to identify and
discuss. The common thread linking
the three Hungarian bridges remains the inclined monopylon.
Nor do I intend
to conceal my initial
reactions to
these bridges.
On the contrary, one of the questions running
through the critique is whether those first impressions changed — or remained
intact — as I examined each bridge more
closely.
For Esterházy Bridge in Kaposvár I have selected Passerelle Zwolle (2025) in the Netherlands as a comparative counterpart. It too is a pedestrian bridge associated with an intermodal transport hub, carrying pedestrians across the railway between the station and the local and long-distance bus terminals.
I visited the bridge the year after it opened. As I recall, it made a strong impression on me, as the bridge featured several solutions, formal ideas and details that I had not yet seen anywhere else in Hungary. I enjoyed walking across the bridge, so I would therefore describe my initial impression was distinctly positive.
As argued
earlier, the preceding framework is capable of producing bridges of exemplary structural elegance, whether through
a conventional
hierarchical system or through a more advanced continuous-surface
structure. Esterházy
Bridge belongs clearly to the former category: it is a traditional
hierarchical structural system.
The hockey-stick
alignment of the deck and the tall inclined
pylon form an almost complete formal unity. Several of the bridge
categories introduced earlier could be
applied here, but its
landmark character
is especially pronounced:
the distinctive pylon geometry gives the surrounding area
an immediately recognisable identity.
From a structural standpoint,
a backward-leaning, fixed-base
pylon situated on the inner side of the curved deck is an efficient structural solution, as the deck’s
curvature ensures stability. Moreover, by optimising the angle of inclination, the pylon can
be designed to be entirely moment-free under
dead loads — a principle that has clearly
been exploited here. In such cases, the backstays
can be omitted. A single-plane cable system,
supporting the deck along its longitudinal axis, is also a rational solution.
While a torsionally rigid box girder could be omitted for curved sections, it
remains advantageous for the unsuspended straight spans. However, the T-shaped pier is completely inconsistent with the
design language. The octagonal column and the pier cap with its symmetrically
tapering cantilevers represent a generic engineering substructure devoid of
aesthetic consideration. A wide, solid pier matching the width of the lower
flange would be superior, but space constraints on the bus station platform
make this unfeasible; therefore, a single-point
support aligned with the bridge axis would be most appropriate. The advantage
of a torsionally rigid box girder is that it allows for an intermediate support
with a single bearing, provided that the adjacent supports maintain a two-bearing configuration.
Architecturally, the massing is of a very high standard; the dialogue between the bridge and the building’s volume is surprisingly well achieved. The height ratios, the varying levels of the roof and deck, the overall articulation, and the colour palette are all precisely defined. The three box-like lift shafts integrate seamlessly with the bridge structure. The section of the main building’s façade behind the pylon is inclined, echoing the pylon’s slanted geometry, while the slender white bus platform roof further reflects this angular language. The contrast between the building’s grey façade and the white bridge structure is aesthetically pleasing. The straight-axis section of the bridge deck over the railway is perpendicular to the bus station’s roof structure, which is slotted in three places. This tripartite transverse division is evident both on the roof and the deck-comprising the cycle track, the central median, and the pedestrian walkway. Unfortunately, the pylon is not aligned with the axis of the platform roof, and the bridge’s curved terminus is not perpendicular to the road below. It would have been beneficial if the architects could have overseen the design of the substructures; alternatively, a more clad lower deck section could have enhanced the overall harmony. From a landscape architecture perspective, the solutions are sophisticated, at least by Hungarian standards.
This may be the only bridge in Hungary that might almost be described
as exhibiting a genuinely
human-centred approach. The lived user experience begins with its visual presence:
the tall pylon establishes the modern
structure as an immediate landmark for
anyone arriving in the area. From the main
building, users can continue either towards
the city centre or towards the district beyond the railway. In
place of a conventional waiting room,
the bridge offers a small elevated public
space in which
pedestrians can spend time in a prominent yet sheltered position. Ramps
on both sides make the railway crossing effortless
for cyclists and, through physical segregation of movement
— the Segregation of Traffic pattern — the
crossing remains largely
conflict-free. The deck is generous
by Hungarian standards, although still modest beside
comparable Dutch examples.
Passerelle Zwolle serves a similar function, but
rather than acting as a landmark, the emphasis was placed on public and green
spaces. With no designated cycle tracks,
pedestrians take centre stage in every sense. Lifts and ramps provide the
necessary accessibility. The deck is 10 metres wide
— only 2 metres broader than Esterházy Bridge
— yet the vegetation strategy creates a distinct atmosphere; plants are
integrated into recesses or set upon small mounds, a significant departure from
conventional planters or flower boxes. The zigzagging footpath offers a more
pleasant crossing compared to a standard linear route. Moreover,
the paving, the design of the street furniture, and the public lighting
represent a superior standard compared to their Hungarian counterparts.
The bridge’s slender, tall pylon is a defining
architectural feature that shapes the cityscape. Rising from the flat terrain,
the white pylon transcends its functional role; much like in Zwolle, a low-profile beam bridge would have sufficed for
traffic requirements. This structure exemplifies how a landmark can 'stand out'
while still achieving contextual harmony. It does not seek to disappear, but
rather to command attention. This integration is rooted in the proportionality
between the pylon height, the span, and the length of the platform roofs. Set
against the linear expanse of the railway tracks and the elongated, concrete-clad bus station, the scale of the pylon
and span is particularly harmonious. The immediate surroundings are spacious,
with no competing high-rise structures. In
contrast, one might recall Calatrava’s bridge in Jerusalem, where the disproportionately tall pylon fails to
integrate into the urban fabric.
I often wonder whether a superior alternative could have
been conceived. From a human-centred
perspective, a curved deck is often preferable to a linear one, as it offers a
constantly shifting vantage point for the pedestrian. In this case, the current
structure could have been replaced by a continuous circular arch alignment,
which could result in even better integration into the environment and even
better structural behaviour.
In my assessment,
the genius loci — the representation and
enhancement of the historical and cultural context
— has not been realised. The
surroundings have been so fundamentally transformed that, unfortunately, no
points of connection remain. Presumably, this drastic intervention proceeded
because the stakeholders identified nothing of value to preserve. Lacking local
familiarity, I can only hope this was the correct path. Nonetheless, the new
spatial composition appears decidedly more advantageous.
This is the only pedestrian and cycle bridge in the country that offers additional features for its users. Seating areas have been established at several points along the median separating pedestrian and cycle traffic; furthermore, at the southern terminus across the railway line, a pergola and cycle racks have been installed. The dividing strip, which runs practically the entire length of the bridge, consists of a series of elevated planters supported by legs. The wire mesh of the pergola is intended to be covered by climbing plants.
When comparing the public and green spaces of Passerelle Zwolle, we can identify marked differences. The layered buildup of the
two structures is fundamentally different, which has significant visual and
functional implications for the lived user
experience. Esterházy Bridge lacks a true layered system; it features only
a resin-bound gritted surface applied
directly to the steel, upon which the planters are placed. In contrast, the
Passerelle Zwolle incorporates a layered assembly approximately 40 cm thick,
providing a 30 cm deep growing medium. This depth allows smaller plants to be
recessed below the walking surface. For larger vegetation, the soil depth is
further increased through tiered terracing. This gives pedestrians the
sensation of walking through an actual park. By
contrast, walking between planters mounted on legs creates an experience closer to navigating a temporary
exhibition stand. There is also a tactile and visual gap between the quality of
paving units and a shot-blasted steel
surface. The occasional widenings of Passerelle Zwolle create genuine public
spaces, complemented by benches and a fountain. Below a certain width, only mere traffic corridors are formed; while one can
sit along them — much like birds perching on
a power line — this fails to foster a true
sense of place.
The familiar maxim that ‘the
devil is in the detail’ is particularly apt here.
A user-friendly
bridge may appear straightforward at the level of concept,
yet apparently
minor implementation decisions can substantially diminish
the final result. High
architectural quality
depends on
meticulous control of
precisely these
small, visually defining elements; they cannot be treated as
secondary matters.
The wire mesh balustrade offers a lighter, more transparent appearance than a traditional spindle railing, yet the prominent balustrade posts and the thick horizontal top rails counteract this sense of weightlessness. Over the railway section, the railing height increases further, appearing as a series of panels with independent glass surfaces. Unfortunately, the inconsistent railing heights undermine the desired uniformity. In contrast, Passerelle Zwolle features uniform glass balustrades throughout. Its concealed base connections create a significantly more elegant and uncluttered appearance. The continuity between the stair and bridge railings, combined with the wooden handrails, enhances the experience from the perspective of human perception and haptics.
The design of the expansion joint covers remains a
perennial challenge, and unfortunately, here they have been executed poorly.
While the inclusion of planters is welcome and the colour palette is well-chosen, mounting them on legs creates a
fragmented visual impression — it looks
haphazard, almost like a 'DIY' job. Leaving various gaps exposed is problematic
both aesthetically and from a maintenance perspective. Moreover,
drainage at the low point on the deck is not ideal for footbridges; more
discreet and sophisticated solutions exist, albeit at a higher cost. In this
instance, placing narrow planters over the drainage channel is a peculiar way
to mask the issue. The execution of the downpipes on the piers is particularly
unfortunate, as is the profusion of electrical switch boxes
— embodying a absence of effective interdisciplinary coordination often
seen in the Hungarian practice. The switch box at the pylon base is an
aesthetic eyesore, while the yellow-and-black
hazard markings on the protective concrete strip stem from a literal adherence
to outdated regulations rather than a problem-solving
approach. Regarding the pylon tip, unlike the 'scalped' appearance seen on Pál Tomori Bridge, this detail on Esterházy Bridge is well-defined: the plane of the cut is perfectly
parallel to the plane of the cables.
There are numerous other details that would be worth listing to clarify which solutions should be avoided at all costs and which serve as exemplary models.
Within
the Hungarian context, this is perhaps the country’s
most successful pedestrian and cycle bridge, largely because additional functions are genuinely integrated into the crossing. In terms of
Gestalt perception, the asymmetrical massing
and the proportions between the principal elements are notably
harmonious. The judgement
is less unequivocal from the standpoint of lived
user experience. The phenomenological dimension
of the crossing — experience unfolding
through movement, material, proximity and spatial variation — is
constrained by the limited width of the pedestrian zones. The pergola is a bold and commendable
attempt to enrich
that experience,
yet the absence of a
genuine spatial widening remains perceptible.
What leaves me with mixed feelings is a recognisably
Eastern European ‘good enough’ mentality in
the execution. It is difficult to understand why a fundamentally strong concept was compromised by slightly misaligned elevated planters, casually positioned
switch boxes and exposed downpipes. The decision to place TMDs (tuned
mass dampers)
directly on the deck is likewise remarkably conspicuous, even if structurally
justified.
The outdated nature of standard national
specifications continues to compromise the appearance of Hungarian bridges, as
they lack the flexibility required for bespoke designs. Regrettably, the
bureaucracy remains rigid in its adherence to these norms. The absence of effective interdisciplinary
coordination and mutual disregard between
professions is a chronic issue in the Hungarian construction industry. Until
this attitude evolves, even the most brilliant concepts will inevitably result
in mediocre execution.
Nonetheless, this bridge is a pioneer. While a single drop in the ocean is not enough to turn the tide, it is my hope that it will soon be followed by a new generation of pedestrian bridges designed with a truly human–centred approach.
As a counterpart to Robinson Bridge, I have chosen the visually striking Boorloo Bridge (2024) in Perth, Australia, which is also a pedestrian and cycle bridge with curved alignment.
I was abroad on holiday when, one evening while changing channels, I came across the live broadcast of the World Athletics Championships in Budapest. The drone images of the stadium and bridge were genuinely spectacular. Because the bridge remained closed for at least another year and a half, I was able to cross it only in autumn 2025. I arrived with high expectations, having already seen numerous carefully composed images of the structure; in person, however, I found it surprisingly underwhelming. At first I could not explain the discrepancy.
Of the footbridge categories mentioned earlier, the
landmark character clearly dominates, as the iconic pylon geometry and the visually striking stadium possess significant identity-forming power. This cable-stayed bridge is a traditional structure
with a hierarchical design. The needle-shaped
pylon stands 65 metres high, leaning backwards; it is a circular-section mast secured by three backstays.
The curved deck consists of four main girders with concrete-filled
steel tubular sections and numerous cross-girders.
The cable arrangement is longitudinal-symmetrical
in a fan-shaped pattern, while in the
transverse direction, the deck is supported by 25 cables in each of the two
inclined cable planes. The pylon is situated on the outer side of the curved
deck, connected solely by the cables; thus, there are no structural struts integrated
into the pylon to establish a moment-resisting
connection with the bridge deck.
Since the monopylon design provides the common thread
between the three bridges, I must now address the structural logic. Unlike Esterházy Bridge, the pylon here
stands on the outer side of the curved deck — a
configuration that is structurally considerably
less favourable but visually
more dramatic. The centre of gravity of the curved deck is situated far from
the pylon; the 'structural 'cost' of this
eccentricity must be borne by the abutments in the form of unusually large
support reactions.
The bridge abutments, which feature three bearings each, outers are subject to
uplift (tensioned), and a shear key also had to be incorporated in the centre
to maintain the bridge's position. The support arrangement is asymmetrical (as
the bridge has no support at the pylon), which must have posed a
considerable design challenge. Like the one
in Kaposvár, this pylon is also fixed-base,
but due to its position on the outer side, back-stays
(rear anchoring) cannot be dispensed with.
As I mentioned earlier, new footbridges in Budapest
are generally constructed in conjunction with international sporting events.
The design of a bridge built in the immediate vicinity of a stadium can only be
fully understood in relation to the stadium itself; therefore, the primary
decision was how the bridge’s appearance could complement this shared
composition. Despite the inherent differences in proportion, form, and scale,
two strategies are typically available: to create a counterpoint (contrast) or to
harmonise (blend in) with the surroundings.
The designers clearly opted for a counterpoint, achieving this through a
slender, airy structure composed of tubular sections. The result is a success,
providing visually striking footage during
sports broadcasts, particularly when enhanced by the decorative architectural
lighting at night.
It is difficult to find fault with this structure in architectural and visual terms, but I shall do exactly that, as there is a fundamental shortcoming to be addressed. The greatest enemy of a visually striking bridge is the load. A 6-metre-wide deck is problematic even for a bridge with a more favourable static layout, but in the case of a curved, cable-stayed bridge with the pylon on the outer side, it becomes nearly insurmountable. Structural Elegance would have demanded a single cable plane, which I assume proved unattainable, leading the designer to resort to a second cable plane as a compromise. Fortunately, the slender cables are not overly dominant, but the two cable planes are ill-suited to a bridge with a transversely asymmetrical, curved deck and an inclined pylon. Most curved cable-stayed or suspension footbridges worldwide do not exceed a width of 3.0-4.5 metres, where a single cable plane suffices-as seen in Banská Bystrica pedestrian bridge (2024). Boorloo Bridge (2024), chosen for comparison, features similar supports and height with a 6-metre width and a single-plane system, though its pylons are positioned on the inner side (without backstays). While the outer pylon position of Robinson Bridge is architecturally justified and creates a perfect composition from certain angles, the two cable planes significantly detract from the overall aesthetic. From a distance, the planes overlap and appear as one; however, at close range, there is no perspective from which the tangled mass of cables does not stand out. As I previously noted, distance does this bridge a favour. From afar or at night, it is exceptionally compelling, but up close, its elegance is compromised. My primary criticism is this: if we aim to create a powerful visual counterpoint, the structure must be convincing in both engineering logic and formal resolution.
Imagining the most suitable structure for this site must have been an engaging process, which I subsequently tried to re-evaluate myself. I would likely have explored classic inner-pylon configurations first before moving toward outer-pylon designs — though strictly within the framework of a single-plane cable system. For a wide deck, a single cable plane can be implemented in two ways: by cables along the bridge axis to support the centre of gravity, or by creating a torsionally rigid box girder deck further stabilized by a horizontal, curved cable system to resist rotational forces. While a single inclined pylon is compelling in its simplicity, the Warren-truss structures of the stadium and Southern Connecting Railway Bridge suggest that a V-shaped pylon (which could also allude to 'Victory') might be a viable alternative. With such a design, the primary question is how elegantly the horizontal connection at the top of the V can be resolved. Hemei Bridge (2020) and Cleveland Lakefront Bridge (conceptual design) share a similar approach. Alternatively, instead of a counterpoint, solutions that harmonise with the environment could be proposed — such as an inverted Fink truss, following the examples of Zhangjiatang Bridge (2018) or Passerelle Valmy (2008), or Warren truss girders, like Crossing Crescent Bridge (conceptual design) or Pasarela La Paloma (2010). Numerous arch bridge alternatives could also be outlined, though I will not delve into those here.
In my assessment,
the bridge’s other fundamental shortcoming
is that the human-centred approach appears to have been abandoned once the desired visual spectacle had
been achieved. Gestalt perception is indispensable
to human experience, but visual impact alone is insufficient.
At deck level the experience is strikingly sterile: there is scarcely
a single detail with which a pedestrian can form an
emotional or tactile connection. No meaningful
phenomenological experience is cultivated. The curved deck and curved approaches may
recall the Approach and Arrival pattern, yet
at close range the towering pylon and the visual tangle
of cables bear little resemblance to the immaculate photographic
images. I have had a similar experience
with Calatrava’s inclined–pylon cable–stayed bridges in the Netherlands. Such
structures operate almost
as public sculptures:
their primary task is to be spectacular, while the
act of carrying traffic becomes
secondary. They may be beautiful, but they are
experientially hollow and difficult
to inhabit emotionally.
On the Australian bridge chosen as a counterpart,
an attempt was made to introduce deck extensions (viewing platform), which in
each case were linked to the pylon’s position. These extensions utilize the 'The Middle Is
the Place' pattern; however, in the case of Robinson Bridge, the centre of
the bridge is situated over the island, whereas users would naturally prefer to
stop over the widest expanse of water to take in the views. The bridge provides no purpose-designed
place to pause;
furthermore, a physical separator continues
to separate cyclists from pedestrians to this day.
A human-centred approach requires spatial expansions derived from both form and function. Access to the island, departure from the traffic corridor, and the opportunity to rest are not provided on this bridge — despite the fact that, over its 100-year lifespan, we will see far fewer golf buggies whizzing past than pedestrians strolling along it. Just as various ideas emerged regarding the stadium’s legacy use, it should be possible for event-related bridges to prioritize lived user experience over temporary operational interests. The single-plane cable system in the middle of the bridge deck, mentioned previously, would create a natural physical boundary, yet passage between the cables could still be maintained, and benches could even be installed within the cable plane. A significant advantage of a central cable plane is that the views from the bridge remain entirely unobstructed. It is striking that users must navigate between massive railings and central safety barriers, which are further obscured by the two outer cable planes. While the principle of 'Segregation of Traffic' is applied, the immediate proximity of the lanes and their reduction to mere mere traffic corridors is detrimental to the human experience. The walkways of Esterházy Bridge are similarly narrow, yet they feel visually more open and are more clearly defined due to the central cable plane.
As with Esterházy Bridge, the slender, tall pylon serves as a defining architectural element. Its prominence against the flat landscape was intentional, as the designer sought to create a visual counterpoint to the stadium. The bridge succeeds in commanding attention; its tubular geometry, white finish, and curved deck are all formal features that establish a clear visual link to the stadium. The area exhibits sophisticated landscape architectural solutions; it is a delight to see that the newly landscaped embankments are not overgrown with weeds but are instead populated with a wealth of drought-tolerant perennials.
As I have previously noted, had the single cable
plane design proved unfeasible (meaning the dual-plane
option would not even have been considered), I would have explored the
possibility of echoing the V-shape, which I
consider a strong visual leitmotif. However, this thought experiment merely
serves to illustrate an alternative I might have envisioned in place of the realised structure.
Much like Esterházy Bridge, I find it difficult to grasp the genius loci here. The historical and cultural context remains elusive, as the environment continues to undergo total transformation through ongoing construction.
Unfortunately, the bridge does not have any additional functions.
Unfortunately, the bridge is surprisingly disappointingly underwhelming when viewed up close. It lacks any endearing details that might encourage users to linger. While the designer invested significant effort into the pylon's geometry, which is well-executed, these qualities cannot be fully appreciated from the deck. The reinforced concrete anchorages for the backstays are well-defined, showing meticulous attention to parallelism and tangents. The connection points for the stay cables and the architectural floodlights are integrated into tubular edge beams that extend beyond the parapets. While the distance between the parapet planes defines the width of the abutment, these edge beams project significantly further, terminating abruptly in a single step. Attempts were made to mask the abutment facades with perforated panels, but the perforations proved excessively transparent; consequently, the panels fail to fulfill an otherwise commendable intention. The street lighting poles are inclined and, curiously, have a square cross-section, despite no other square geometries appearing on the structure. Positioning them on the outer edge could have served as an accent, but this effect is lost due to the two cable planes. Before and after the bridge, there are tubular street lighting poles. The railings are notably massive, likely designed to withstand high impact forces. Moreover, the central dividing strip emphasizes that the bridge was primarily built to serve the athletics stadium. While these technical details are flawless, they offer little value from a human-centred approach.
Viewed from a
respectful distance, the bridge is a sight to behold, particularly when
illuminated at night. By Hungarian standards, it can safely be described as one
of the country's most beautiful pedestrian and cycle bridges. During the
broadcast of the 2023 World Athletics Championships, visually
striking footage was captured of the stadium and the bridge; indeed, the
structure perfectly served the golf buggy traffic commuting to and from the warm-up tracks. However, this represented only a
few weeks in the bridge’s existence — a
fleeting moment compared to its projected 100-year
lifespan.
My initial expectations were inextricably linked to
the distant views I had encountered previously. In my assessment,
there is an irreconcilable tension between the visual appearance and the lived user experience. While meeting client
requirements is a primary consideration, it is essential to design for the long
term, especially when dealing with a pedestrian and cycle bridge in an urban
environment.
At first glance, Robinson Bridge possesses character; the combination of the curved deck and the outer pylon is undeniably iconic. However, the experience of crossing falls short: the act of traversing is not an 'event', but merely a change of location. There is no spatial expansion, no defined
centre, and no opportunity to pause. While the geometry of the curved deck is well-executed, the experience remains linear and one-dimensional. The structure functions, yet the
pedestrian is not an integral part of the composition; rather, they are a
supporting character in an engineering solution. It remains a visually striking visual gesture devoid of human
experience.
As a counterpart to Monostori Bridge, I have chosen Pont de Térénez (2011) in France, one of Virlogeux’s renowned cable–stayed road bridges. To my knowledge, Monostori Bridge is unique in being a straight–alignment road bridge with a transversely inclined monopylon; therefore, to broaden the comparison, I will present two straight–alignment and one curved–alignment footbridges. The two straight–alignment structures are Provencher Bridge (2003) in Winnipeg, Canada and Passerelle de l'Archipel (2015) in Perpignan, France. The curved–alignment example is Harbor Drive Pedestrian Bridge (2011) in San Diego.
I visited the site two years after the handover, having already seen numerous photographs of the completed structure. Even then, the lack of context struck me as immensely jarring, so I arrived with certain preconceptions — yet I remained curious to see whether reality would disprove or confirm them. It confirmed them...
The bridge features an asymmetrical layout, aligned
with the pier configuration of the adjacent railway bridge, and crosses the
2x100m navigation channel in a single span. The main span is 252 m, with a
total bridge length of 600 m. This cable-stayed
road bridge is characterized by a straight axis, a symmetrical fan-shaped cable arrangement in two planes, and a
transversely inclined steel monopylon. The structure employs a two-girder orthotropic deck. It carries two
traffic lanes, a two-way cycle path on the
downstream side, and a pavement on the upstream side. The pylon stands 95 m
high and is inclined by 8 degrees toward the bridge axis.
The designers' approach to the statics of the bridge seems contradictory to me, as on the one hand they strived to determine the optimal opening sizes, to achieve an economical design and to take the construction conditions into account precisely, while on the other hand they easily overcame the negative consequences arising from the static disadvantage of the tilted pylon. The reason was simply that a unique and special design would be desirable at this location. The situation remained statically within the limits of manageability. The single pylon leg transfers an asymmetrical load to the bed foundation, which was compensated for by a hidden, inclined steel foot within the pillar. The transverse bending of the pylon is significantly greater than in the case of a traditional, two–pylon, A–shaped pylon. Basically, only compressive forces would arise in the two pylon legs (a reinforced concrete pylon would also suffice), while the single pylon leg practically acts as a huge clamped steel console. A compressed concrete zone must be created inside the pylon, i.e. the compressed side of the pylon must be filled with concrete, while the steel structural plates work on the tension side. Tension cables are also placed inside the pylon to reduce deformations.
The fact that I cannot mention any other road bridge with a straight bridge deck and a transversely inclined monopylon does not necessarily prove my lack of knowledge, but rather the uniqueness of the structure. The demand to create Danube bridges with world–record spans or pylon shapes that have never been used by anyone else in the world is mostly about the designer's ego. Anyone who has seen Calatrava bridges and is familiar with their power play will not be surprised that, ultimately, any load can be applied, the only question is at what price, with how much additional cost.
Pont de Térénez (2011), chosen as the counterpart, is a two–pylon cable–stayed bridge with a curved alignment, featuring two design and structural behaviour of these pylons cable planes and a symmetrical cable arrangement. Its reinforced concrete pylons are transversely inclined. The are similar to the monopylon of Monostori Bridge. The inverted V–shaped footing beneath the deck of the French bridge fulfils the same role as the concealed inclined steel leg of Monostori Bridge, though the proportions of the French structure are significantly more refined. The stay cables are anchored into the reinforced concrete pylon in almost exactly the same way as in the case of the Hungarian bridge. The post–tensioning tendons run along the tensioned side of the reinforced concrete pylon. The key difference lies in the deck alignment: a transversely inclined pylon typically implies a curved deck. As seen with Esterházy footbridge, the most structurally efficient solution is for the pylon to be situated on the inner side, leaning backward. On Robinson footbridge, the pylon stands on the outer side, which is significantly less favourable. The pylons of the French road bridge stand on the inner side and lean forward; this is the only configuration where the cables can be arranged so that the road clearance does not interfere with the cable planes. While this logic also applies to Monostori Bridge, the lack of curvature makes the inclined pylon appear structurally illogical.
From an architectural perspective, the symmetrical
cable arrangement paired with an otherwise rational asymmetrical pier layout
strikes me as visually contradictory. Aesthetically, an asymmetrical cable
configuration would have better resolved the bridge’s longitudinal composition.
As I noted regarding the Danube Bridge in Mohács, correctly defining the
pylon's position is a critical issue. A pylon situated on the riverbank with
symmetrical cables works only if the spans on either side are balanced;
otherwise, an asymmetrical arrangement is far more appropriate. In the current
design, the symmetrical cable arrangement creates a strange, skewed effect.
While the concept is structurally viable — anchoring
the pylon to the pier on the Slovak side — the
result is visually unappealing. This structure fluctuates between symmetry and
asymmetry both longitudinally and transversely, a tension that could be
engaging if executed more effectively. The two
cable planes provide transverse symmetry, yet the designer opted for an
asymmetrical, inclined pylon shaft instead of the traditional A-frame or inverted-Y
shapes. Creating an iconic bridge requires a high degree of design confidence.
Such projects must not be approached with hesitation, as the composition can
easily go awry. Historically, only world-renowned
architects have successfully created 'symbols' or unique bridges for global
events, in some cases delivering truly extraordinary results.
As
I noted earlier, structural elegance remains an integral part of the
traditional framework. According to Leonhardt’s rigorous aesthetic and
ethical principles, a bridge is beautiful only if it is logical — if the distribution of forces is
transparent and can be traced throughout the structure. The eye must be able
to perceive the 'flow of forces'. When a pier or pylon is asymmetrical, the
human brain instinctively seeks a counterbalance in pursuit of visual equilibrium.
If this balance is missing, the structure appears
visually unstable. Leonhardt would likely have criticized this design,
as equilibrium is achieved only through hidden elements, thereby obscuring
'engineering truth' and 'structural honesty'. In contemporary bridge
architecture, we often witness the creation of tension for its own sake.
While a simple, symmetrical pylon arrangement may lack visual tension and
even appear mundane after numerous projects, the ability to generate
meaningful tension requires profound artistic qualities. Calatrava’s backstay-free Puente del Alamillo or Ben van
Berkel’s Erasmusbrug with its cranked pylon are not devoid of context — unlike the Monostori Bridge.
For
my part, I welcome the courage of those who take risks and seek to step out
of their own shadow. However, focusing solely on the pylon geometry, we must
ask why these forms fail to become iconic. While I am neither a design artist
nor a sculptor, it is evident that the pylon's shape has not been
particularly successful. The so-called 'L-shape' lacks visual coherence; the base and
the shaft appear disconnected. The proportions are awkward; the semicircular cut-out beneath the deck feels detached from the
main pylon body. Moreover, the widening,
segmented silhouette of the pylon head lacks elegance. It has remained a
purely engineering-led object: functional, but without
convincing formal
refinement. Even if an architect was involved, they clearly lacked the
freedom to sculpt the form effectively.
For my part, I welcome the courage of those who take risks and seek to step out of their own shadow. However, focusing solely on the pylon geometry, we must ask why these forms fail to become iconic. While I am neither a design artist nor a sculptor, it is evident that the pylon's shape has not been particularly successful. The so–called 'L–shape' lacks visual coherence; the base and the shaft appear disconnected. The proportions are awkward; the semicircular cut–out beneath the deck feels detached from the main pylon body. Furthermore, the widening, segmented silhouette of the pylon head lacks elegance. It has remained a purely 'engineering' structure: functional, but devoid of beauty. Even if an architect was involved, they clearly lacked the freedom to sculpt the form effectively.
Sir Anthony Caro was commissioned to design the piers for Millennium Bridge (2000) in London, demonstrating the value of artistic collaboration. While Calatrava and Ben van Berkel’s designs are exemplary, I can only speculate on how they would have approached this task. Personally, I would reshape the pylon into a more distinctive, unified, and powerful form, ensuring it truly embodies the L geometry. To demonstrate this, I will create massing models of several variants for both L and A–shaped pylons to prove my point.
The two monopylon footbridges mentioned — characterized by straight axes and
transverse inclination — both employ two cable planes; however, the Canadian example
suspends the edges of the deck, while the French one suspends the centre. The
pylon of the Canadian bridge is quite massive, with dimensions comparable to
those of Monostori Bridge. Remarkably, a complete restaurant is suspended
from the outer side of its pointed, shard-like
pylon to serve as a counterweight. In contrast, the French footbridge features
a narrow, lightweight deck with a central box girder. Given the small
eccentricity of the inclined pylon, the steel structure is presumably capable
of withstanding the bending stresses independently.
The third example, an American footbridge, differs in that its curved deck is supported by a single suspension cable. I mention it primarily because of the disproportionate engineering effort necessitated by the pylon's bold tilt. The pylon’s transverse inclination is 30 degrees from the vertical, an angle that appears almost exaggerated in photographs. A vast number of post–tensioning strands were installed within the reinforced concrete pylon to ensure the teardrop–shaped cross–section remains under compression. Additionally, the bridge is equipped with two backstays to absorb tensile forces and mitigate horizontal deformation. Naturally, such a steep inclination requires a massive foundation due to the significantly reduced lever arm. It is clear, even to a layperson, that immense engineering resources were sacrificed for what is essentially an iconic visual gesture. Comparing this structure with Robinson Bridge reveals compelling similarities and contrasts in engineering philosophy.
Here, too, the primary objective was to create a
striking visual impression. In human experience, Gestalt perception is
indispensable, yet it is not sufficient on its own. While the lived user experience of a road bridge is
typically dominated by motorists, this structure includes a pavement on the
upstream side, allowing us to examine the crossing from a pedestrian’s
perspective. Although not situated in the middle of the Danube, the base of the
pylon incorporates the 'The Middle Is the Place' pattern, providing a brief
resting point for users. The walkway runs straight toward the pylon, which must
be bypassed via a U-shaped detour — perhaps the only detail worth noting from
a pedestrian’s standpoint. In the case of the Pont de Térénez, chosen for
comparison, the bypass around the pylon was executed more organically, as a
curved deck naturally lends itself to more fluid, rounded forms.
The direction of the pylon’s inclination is crucial
to the human experience. On Calatrava’s Puente del Alamillo, the pylon leans
backward longitudinally. A counterweight pylon without backstays
creates a certain tension, yet the composition of pylon, deck, and cables
remains reassuring; it never occurs to the observer that the structure might
collapse toward them. In contrast, forward-leaning
pylons are visually much more threatening. Pylons leaning outward or backward
in the transverse direction also feel more stable, as they typically establish
an equilibrium with the curved deck. However, pylons leaning forward or inward
transversely create a sense of instability — a
psychological discomfort that few designers choose to explore. Much depends on
the specific degree of forward inclination.
A tall pylon standing in a predominantly flat landscape breaks the monotony, aligning with the design intent. Not every bridge must maintain a low profile if the context justifies a bolder presence. The critical question is whether there was any clear necessity for transverse asymmetry. Is an iconic appearance warranted in a setting far removed from any urban centre? Was there a specific event or occasion that demanded such a distinctive visual impact? Ultimately, 'dominating' a landscape is a significant responsibility. The Puente del Alamillo was built for the Seville World Expo specifically to impress visitors, while Erasmus Bridge in Rotterdam serves as a central, iconic feature of the city's identity.
I am unaware of any similar context regarding the Monostori Bridge; thus, the drive for iconicity here likely stems from its role as a border crossing. For a border bridge, a 'gate' motif is often the most intuitive approach, typically embodied by an A–shaped or inverted Y–shaped pylon. In the case of a half–A pylon, the missing leg could have been symbolically replaced by an oblique beam of light, inspired by the Tribute in Light at the former WTC site in New York. I have previously emphasized the importance of context regarding the M44 Tisza Bridge, where the designer’s vision also took precedence over contextual integration.
Unfortunately, the bridge lacks any additional functions. This is not meant as a value judgment, but rather as a simple statement of fact.
Unfortunately, there are no memorable details to report regarding this bridge.
Admittedly, as a road bridge, it should not be judged by the same standards as
the refined detailing typically found on footbridges. The narrow strip running
along the side of the pylon could have been visually advantageous; however, in
its current form, it unfortunately breaks up the surface. The choice of 'conventional 'bridge
blue'' is not especially
contemporary in my view, though as seen with Most Apollo (2005), it remains a popular solution among our northern neighbours. Painting the railings blue is a common feature shared by both bridges.
On the Slovak side, the piers of the cycle ramps form an inverted L–shape, clearly indicating a consistent design philosophy behind the pylon geometries. It is regrettable, however, that in the case of the most prominent pylon, this distinctive, upright L–shape was not successfully realised visually.
The bridge’s inclined pylon could be described as a
bold form, yet the design remains unrealised
in its potential to become a true symbol. It breaks with a fundamental
principle of classical bridge aesthetics — visual
equilibrium — in a provocative way. Due to
this asymmetry, additional stresses on the pylon and foundations had to be
managed through numerous concealed engineering solutions. The bridge’s
asymmetry was not dictated by physics but by a desire to create something
unprecedented on the Danube.
A unique design is worthwhile if it alters a
fundamental attribute to achieve a radically new aesthetic. Calatrava’s Puente
del Alamillo is a counterweight pylon bridge inclined longitudinally, filled
with concrete and requiring massive foundations; despite the increased costs
and lack of backstays, it succeeded because
it was designed for a World Expo and pioneered a revolutionary visual form,
making its designer world-famous. In the
present case, this less convincing pylon
geometry falls as far short of iconic status as the Monostori Bridge’s
reputation falls short of the international
renown of Calatrava’s masterpiece in Seville.
A straight, ribbon-like
deck, designed in the spirit of minimalism and complemented by a truly
distinctive L-shaped pylon (unencumbered by
the pavement), would have offered a far more iconic silhouette. Given that the
bridge remained on the drawing board for nearly a decade due to political disputes, it is particularly regrettable that the
opportunity to refine the pylon into a truly iconic form was missed.
Michelangelo is often credited with the saying: 'The statue is already inside
every block of stone; one simply has to chisel away the excess'.
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T-shape pier with bearings
T-shape pier and the central box girder.
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Planting boxes mounted on legs. Irregular, staggered arrangement. Sandblasted walkway surface embedded in epoxy.
The connection between the building and the bridge deck.
A row of timber-clad benches mounted on legs in the central lane. On the right, a row of planting boxes, also on legs, positioned over the drainage line.
A row of timber-clad benches mounted on legs in the central lane. The cables are anchored between the planting boxes. You can perch on them like birds on a wire.
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Elevated railing elements above the overhead lines. Sandblasted walkway surface embedded in epoxy.
Countless sections, tubes, and rods of the wire mesh railings. As many elements, as many forms.
Abutment connection and the deck’s drainage line with the catch basin.
Bridge end connection, railing joints, and the central row of planters. Sandblasted walkway surface embedded in epoxy.
Lack of detailing.
Lack of detailing. A wide range of electrical cabinets.
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TMD (Tuned Mass Damper) units between the planting boxes.
Pergola structure on the bridge deck.
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Tangled cable geometry
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Splitting the wide bridge deck.
The original bridge with two cable planes and pylon on the outer side.
Only one cable plane and the pylon on the outer side with back-stays.
Only one cable plane and the pylon on the inner side without back-stays.
The original bridge with two cable planes and pylon on the outer side.
Only one cable plane and the pylon on the outer side with back-stays.
Only one cable plane and the pylon on the inner side without back-stays. The main girder features a closed triangular hollow section.
Only one cable plane and the pylon on the inner side without back-stays.
Only one cable plane and the pylon on the inner side without back-stays. The main girder features a closed triangular hollow section.
The original bridge with two cable planes and pylon on the outer side.
Only one cable plane and the pylon on the outer side with back-stays.
Only one cable plane and the pylon on the inner side without back-stays.
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The excessively transparent perforation on the side of the bridge abutment's wall.
Circular cross-section street lighting pole before and after the bridge.
Inclined street light poles with a rectangular cross-section on the bridge.
The edge beam ending abruptly at the abutment. From this perspective, the two cable planes also feel 'too much'.
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The pylon of the original bridge.
The traditional A-frame pylon design.
More distinctive pylon design v1
More distinctive pylon design v2
More distinctive pylon design v3
The pylon of the original bridge.
The traditional A-frame pylon design.
More distinctive pylon design v1
More distinctive pylon design v2
More distinctive pylon design v3
The pylon of the original bridge.
The traditional A-frame pylon design.
More distinctive pylon design v1
More distinctive pylon design v2
More distinctive pylon design v3
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An important
step would be for clients to make consistent use of
open or invited design competitions for major bridge-design
commissions, while providing
adequate time and financial resources. The
professional credibility of such competitions fundamentally
depends on independent, high-quality juries whose decisions are grounded in genuine expertise. It is equally
important that the project
brief should not
change from month to month: each commission should be
backed by a clear intention and commitment.
Since Hungary has relatively few sites that genuinely call for
unique bridge designs,
projects should be consciously scheduled, thoroughly prepared and developed with due attention to detail. The practice of
requiring distinctive bridges serving a significant public interest to be
designed within only a few months is
difficult to justify. It would be worth heeding the saying
attributed to Confucius: “The more urgent it
is, the more time you should take.” Design costs
are negligible in
comparison with
construction costs; moreover, a few well-judged design decisions that also improve
cost-effectiveness can materially
reduce construction expenditure. The fees invested in design could
therefore repay
themselves many times over during
construction.
A fundamental prerequisite for the development of professional culture is that
criticism should gain
a recognised
place in both education and engineering practice. Design competitions require
detailed, professionally substantiated
assessments that do more than establish a ranking: they should analyse and interpret the merits and shortcomings
of individual proposals.
Almost every competition entry contains
solutions from which
the profession as a whole could learn. The
structural solutions, configurations and
material choices found in Western European competition
entries are based on knowledge with which the
majority of Hungarian designers are
not sufficiently familiar.
It would also be useful
to prepare detailed critiques of major international
competition entries; these would presumably be instructive
for both Hungarian designers and clients. Many solutions could be adapted, but this would also
require strengthening the technical
knowledge and competence of the client side.
While discussing
the client side, I should
also mention
the professionally problematic practice of
requiring designers to prepare fully
priced bills of
quantities. Designers generally have no
direct insight into contractors’ current
market prices, whereas clients, by comparing
multiple projects, would be in a position to establish reliable unit-cost data. A more
rational arrangement would be for the client
to provide the cost parameters available to them, enabling
the designer — on the
basis of
the bill of quantities and an understanding of the construction methodology — to prepare an estimate; alternatively, the designer could hand over the quantity data to
the client for further processing. I find it difficult to
understand why these unnecessary rounds
have to be repeated on every project.
Itemised cost-coding systems — whether
the former NIF (National Infrastructure Development) system or the current sectoral structure used by ÉKM (Ministry of
Construction and Transport) — were
essentially devised for
conventional motorway bridges. It is questionable how
well they
can describe
in sufficient
detail a project that is highly refined and incorporates bespoke solutions. A sufficiently
differentiated system should therefore be developed that is capable of accommodating high-quality
engineering and architectural solutions appropriately.
Raising
the standard of professional conferences and
Continuing Professional Development is equally
important. A detailed
presentation of a specific project would be far more instructive than a succession of superficial ten-
or fifteen-minute talks. I have long believed
that Hungary’s bridge-engineering
knowledge base has become hopelessly
fragmented. Almost every firm employs at
least one or two enthusiastic and committed bridge engineers with outstanding
expertise in their particular field.
Professional events should be built around
these colleagues and organised around the
knowledge they possess.
It is also important
to build a shared professional knowledge
base among clients, designers and
contractors, so
that we are talking about the same things and mean the same things by them. A
frequent source of conflict,
for example, is whether a closed
steel box girder should be sealed airtight. The
designer argues strongly
in favour, while the client objects.
We are evidently not on
common ground,
even though this is
not a matter of belief. Bridges are being built all over the world, continuously generating
a wealth of useful practical experience. If
we are always required to conform to solutions that
were already obsolete fifty years ago, we should not be
surprised if it proves impossible to design and build
bridges in Hungary that can be meaningfully assessed by contemporary
Western European standards.
Another important step
would be to develop contextual reading and visual analysis into genuine
professional skills. Many people cannot ‘read’ images: they fail to identify
distinctive details or to distinguish the characteristic formal languages
employed by internationally renowned design practices. At times it
is as though we are not looking at the same
images. This
naturally requires background knowledge, just
as a lay observer and an art connoisseur do not see the same things in a painting. It would also be
important to develop the bridge-adapted patterns
of Alexander’s pattern language discussed
earlier, so that they could function as a kind of design ‘recipe
book’. The patterns could be grouped
according to scale, while
ensuring that context, problem and solution are each
explained in sufficient detail. A human-centred approach could then help us create bridges that are not merely
functional, but are
also experienced by society as ‘alive’ and
meaningful.
It would be a significant step forward if
university teaching involved more lecturers
with substantial practical experience. The less design-office
experience an academic has, the more likely they
are to focus on knowledge that can be measured and assessed
easily. Yet in a field such as
bridge aesthetics, subjective judgement and
critical thinking necessarily play a much greater
role. I have tried to lead by example: on my website I have documented every bridge I have designed, explaining my
intentions during
the design process, what I believe I got wrong, and what
I learned from
the experience. It is thought-provoking that,
over the past fifteen years of teaching bridge aesthetics, I could count on two hands the
number of civil-engineering students who chose the course. If aesthetic literacy cannot be
integrated more effectively into bridge-engineering education,
we should not be surprised that so many
mediocre bridges continue to be built. In conventional civil-engineering
education, replacing heavily simplified semester-long design
exercises with the comprehensive redesign of real
bridges could provide more applicable knowledge
and foster a deeper understanding.
Ultimately, high-quality
bridge design is not merely a technical matter;
it is also a question
of professional culture. For professional
culture to develop, criticism
must gain
a legitimate
and constructive
role. Long-term progress requires a
conscious change of
mindset, a stable framework and sustained
professional dialogue.
We perceive the world in
many different ways. Over the past fifteen to twenty
years, I have had to recognise that even within the specialised field of bridge design there is no genuine consensus about
what constitutes a ‘good’ bridge. During this period I have participated
in numerous projects and have had the opportunity to negotiate, debate and argue
with a wide range of clients, authorities, designers and contractors, believing that we shared a common objective: to create a
‘good’ bridge together. At the level of words, agreement
was usually
easy to achieve;
in practice, however, I encountered very different levels of enthusiasm,
expertise, openness and creativity, which in every case had an overall negative effect
on the quality of the completed bridge. I
have, of course, also had the
good fortune to work with outstanding
colleagues representing clients or authorities, as well as talented co-designers and experienced contractors, but unfortunately they have
always constituted a
very small minority.
Regrettably, indifference, mediocrity and lack of expertise
have now reached a level that forces committed designers
such as myself into compromises I am increasingly
unwilling to accept. In reality, only a small proportion of
those involved in the process are genuinely concerned
that a ‘good’ bridge should emerge. As a general
rule, the higher someone’s position — on whichever side of the project — the
less direct concern they appear to have for the bridge itself. Everyone has interests of their own to
which they are firmly attached, yet
paradoxically the designer who is trying
to safeguard the integrity of the bridge often has
the least power to enforce a coherent outcome. This is
one charitable explanation for the
fundamental problem stated at the beginning of this essay: that ‘not a
single bridge has been built in Hungary in
recent decades that, aesthetically, could
compete with the finest bridges produced by leading
international design practices’. The other possible explanation is considerably
more uncomfortable: perhaps such bridges are
not being built because the kind of design
approach required to
create them is itself insufficiently known or
understood.
I see
the fundamental cause of the problem in the
absence of criticism. The systematic erosion
of criticism and critical thinking has long
been a familiar phenomenon in Hungarian society, and
it is therefore unsurprising
that the same is true
within the bridge-engineering
community. The weakening
of criticism has strengthened servility,
which in turn damages healthy social
processes.
If we wish to
interpret the finest Western European bridges from the standpoint
of bridge aesthetics, the first area in which we
must develop is
critical thinking. Reviving bridge criticism
as a genre may enable us to take account of aspects
of design to which we previously had no eyes.
This requires what aesthetic theory might call a cultivated sense of quality, grounded in
practical experience and in becoming familiar
with and studying a very
large number of bridges. Analysing existing bridges can help us recognise ‘good’
bridges, but doing
so also requires knowledge of the conceptual framework
of bridge aesthetics.
The established
framework is represented above all by
Vitruvius and Leonhardt. Vitruvius’s readily
comprehensible triad remains valid today.
Leonhardt refined Vitruvius’s principles further
and formulated
a ten-point system of rules. His rigorous professional ethics encompassed the complete fulfilment
of functional requirements, minimisation of
material use, meticulous execution and a profound sense of responsibility towards nature.
The motivation for the
present essay arose from my recognition that I did not find this earlier framework
adequate. The Vitruvian triad is essentially an objective, normative, categorising and diagnostic system: it allows us to evaluate
structures retrospectively, but does not help us to create them.
Leonhardt’s system of engineering ethics and aesthetics appeared rigid and excessively
dogmatic. This
framework adopts a predominantly structural
approach in which the human being is present only implicitly. In my view, this
is insufficient. What is needed is a new
interdisciplinary framework that treats bridge design not merely as an
engineering task, but as a synthesis of physical reality and psychological space — that is,
of perception and
lived experience.
This human-centred
framework of bridge aesthetics proposed here extends
these earlier
systems. The
human-centred approach is an adaptive, generative methodology in which both structural elegance and the context
of human experience play fundamental roles; in other words, the human being becomes explicitly present.
User experience is organised
around three elements
operating at different scales: integration
with the environment, additional functions
and detailing. The interpretative range of human
experience extends from Gestalt perception to phenomenological experience. Zumthor’s architectural phenomenology
and Alexander’s pattern language both seek a similar synthesis in relation to
human-centredness, although their
methodologies and emphases differ. The
generative approach of Alexander’s pattern language
may help us
create a new design ‘vocabulary’ if it can be appropriately adapted to bridge design.
As examples,
I developed three patterns for each of the three scales. The more such patterns can be
recognised in a bridge, the more ‘liveable’
it becomes. Put differently, human perception
and lived
experience, together
with structural elegance, are jointly
necessary for the creation of a ‘good’
bridge.
For clarity, I have provided concrete examples for each criterion and context. For
the purpose of
structuring the subject, I have also proposed new bridge
categories that
may help non-specialists to view the distinctive bridges
around us from a new perspective.
Through the
detailed analysis of three Hungarian bridges, I have attempted to revive bridge
criticism as a genre. For each bridge I selected an
international counterpart in order to make the contrasts between their different characteristics
more readily visible. The human-centred approach allows
us to move closer to an
authentic assessment of a bridge — something
that the earlier framework could achieve only partially.
Finally, I have offered several
observations and proposals that might help improve current Hungarian practice.
Creating ‘liveable’ and ‘good’ bridges also
requires creativity, and creativity cannot
flourish in a society from which criticism has
been excluded. Bridge aesthetics will assume its deserved role in bridge design only
when the majority of the bridge-engineering
community is capable of articulating criticism, possesses the appropriate
professional ‘vocabulary’ to do so, and can
correctly interpret the contexts of exemplary international bridges.
I am aware that I may be
naïve, because
I still believe in meritocracy even though society quite
visibly does not
operate according to that principle. Many valuable principles have already been lost
over the years, but we should at least refuse to allow creativity to disappear with them. The arguments
Sir Ken Robinson made in his TED talk twenty
years ago remain valid today and are still worth reflecting upon.