The 3rd International Conference on Arch Bridges

The 3rd International Conference on Arch Bridges
SOMMAIRE/CONTENTS
Preface………………………………………………………………………………………..XV
C.ABDUNUR
FACING OUR HERITAGE:
ARCHITECTURAL AND CONSTRUCTIONAL DEVELOPMENTS
FACE AU PATRIMOINE: EVOLUTION ARCHITECTURALE ET CONSTRUCTIVE
The arch:enduring and endearing………………………………………………………………3
R.FAVRE.J.DE CASTRO SAN ROMAN
On design and construction of long span concrete arch bridge………………………………….17
J.MULLER
Span length records before the 1990’s
Des records de portee avant les annees 1990
Arrabida bridge-Inspection and assessment……………………………………………………...29
J.APPLETON
Bloukrans bridge…………………………………………………………………………………35
A.C.LIEBENBERG,M.G.LANTIMER
Gladesville bridge Sydney:History and performance……………………………………………41
R.WEDGWOOD,B.SHEPHERD
Large concrete arch bridge in croatia…………………………………………………………… 49
J.RADIC,Z.SAVOR,S.PICULIN,G.PUZ
OLD AND CONTEMPPRARY FORMS AND MATERIALS
FORMS ET MATERIAUX, ANCIENS ET COMTEMPORAINS
Bridge construction-From the geometric towards the static construction approach
in bridge design…………………………………………………………………………………. 59
A. KAHLOW,K.E.KURRER,H.FALTER
Geometrie et resistance des materiaux dans la construction des ponts au XIXe siecle…………..69
M.CORRADI
Conflict between theory and practice in bridge construction in the 16th and 17th centuries:
some cases of roman bridges……………………………………………………………………..77
M.G.D’AMELIO,N.MARCONI
Spanning the centuries: The arch bridge in Ireland 1600-2000…………………………………..85
R.C.COX,D.O’DWYER
Historical and modern arch bridges, built from the ind of the 19th to the middle of the 20th century
in the Province of Buenos Aires(Argentina)……………………………………………………...91
L.P.TRAVERSA,A.A.DI MAIO, R.LONGONI
Les ouvrages coutes en maconnerie sur le reseau ferroviaire francais…………………………...97
B. PLU
Arch bridge architectural and constructional developments in India…………………………..105
M.C.BHIDE, H.D.MATANGE
Les contrepoints de I’histoire: un pont en pierre de XXe siècle……………………..................113
A.BECCHI
World famous arch bridges in Slovenia………………………………………………………...121
G. HUMAR
Le pont-canal: un cas très particulier de pont en arc…………………………………………...127
A.COSTE
Reconstruction of two destroyed arch bridges over Neretva river in Mostar:
Musala and Luka bridges……………………………………………………………………….135
Z.HADZIHASANOVIC, N.KAMENICA
A multi-arched post-byzantine bridge in Greece……………………………………………….143
M.KARAVEZIROGLOU-WEBER, E.KARAYIANNI
Country bridges in the United States and the British Isles: context and technology…………...147
C.J.RUSNAK, T.E.BOOTHBY
Histoire des ponts métalliques en arc de France………………………………………………..153
J.-C.FOUCRIAT, J. BERTHELLEMY, W. HOORPAH
How, why and where for the network arch, the world’s most slender arch bridge?.....................161
P. TVEIT
Grafton bridge Auckland: history and upgrading……………………………………………….169
K.RASSALSKI
La restauration des ponts des fortifications classés monuments historiques……………………177
E. PONCELET
Heritage complex arch bridges: merging of structure with architecture………………………...187
A. PANDAY, V. GUPTA, M. TANDON
INSPECTION, INVESTIGATIVE METHODS, ASSESSMENT
INSPECTION, MÉTHODS D’AUSCULTATION, ÉVALUATION
Epsilon: I’accès intégral aux ponts en arc……………………………………………………….195
B. HENNO
Monitoring a concrete arch bridge during construction, using optical fibre sensors……………201
D.INAUDI, A.RÜFENACHT, B. VON ARX, S. VURPILLOT, H.P. NOHER, B. GLISIC
Two-dimensional impact-echo for NDT testing of masonry bridges…………………………...207
C. COLLA
Survey of old bridges over Rivers Ave and Vizela (Portugal)…………………………………..213
P.B. LOURENÇO, J.P. POÇAS MARTINS
An experimental and analytical program for assessment of stone bridges in Dublin(Ireland)…219
T.E. BOOTHBY, P.J. FANNING, P. GORMAN
Evaluation of the load capacity of a rehabilitated steel arch railway bridge……………………227
J.F. UNSWORTH
MAINTEANCE, REPAIR, STRENGTHENING, WIDENING
MAINTENANCE, RÉPARATION, RENFORCEMENT, ÉLARGISSEMENT
Integrated design, manufacture and testing of a proof-of-concept composite beam for
Jack arch bridge strengthening………………………………………………………………….237
M.A. IYENGUNMWENA, A.F. DIER
The behavior of multi-ring brickwork arches subjected to cyclic loading………………………243
C.MELBOURNE, M.M. ALNUAIMI
Widening and strengthening of Kingston bridge, London………………………………………249
J.H.W. COUNSELL, P.A. NOSSITER
Repair and rehabilitation of two old arch bridges……………………………………………… 255
L. ŠRŠEK, P. HANUŠ, P. NEHASIL
L’expertise et la réparation du pont en maçonnerie sur le Loup à Villeneuve-Loubet………….261
P. VION, D. POINEAU
Restoration of the arches of the Mairinque-Santos railway……………………………………..269
H.C. SILVA, F.R. STUCCHI
On the structural capacity of masonry arches strengthened by FRP…………………………….277
M. COMO, U. IANNIRUBERTO, M. IMBIMBO
Fiber-reinforced-polymer composites (FRP) for strengthening masonry arch bridges……….....283
P. FORABOSCHI
Strengthening of mansonry vaulted structures using FRP overlays……………………………..289
S. BRICCOLI BATI, M. RAPALLINI, A. TRALLI
Masonry arches refurbishment by fibers reinforced polymers…………………………………..295
A.BARATTA, O. CORBI
The strengthening of single span masnory arch bridges using near-surface feinforcement……..301
S.W. GARRITY
Reconstruction and widening of a multispan concrete arch bridge……………………………...309
A. PAEGLITIS
Lancaster Place Vaults: Northern approach viaduct to Waterloo Bridge, London……………..315
P.J. DENNIS, D. YEOELL, W. DAY, A. GARSIDE
STRUCTURAL BEHAVIOUR AND DURABILITY:
THEORETICAL AND EXPERIMENTAL STUDIES
FONCTIONNEMENT ET DURABILITÉ
ÉTUDES THÉORIQUES ET EXPÉRIMENTALES
Theoretical research on masonry and masonry arches in Italy………………………………...323
A. SINOPOLI, F.FOCE
An overview of experimental masonry arch bridge research in the UK……………………….343
B. MELBOURNE
RESPONSE TO LOADING, SERVICEABILITY, RELIABILITY
ACTIONS ET EFFETS, APTITUDES AU SERVICE, FIABILITÉ
Analysis of load optimization of arch bridges………………………………………………….353
Z. ZHENG
Laboratory experiments on the service and ultimate load response of arches………………….359
P. ROCA, C. MOLINS, A.C. APARICIO, V. SARRABLO
Mechanism and finite element failure analysis of Mosca’s bridge……………………………..365
M.A. CHIORINO, A.G. ICARDI, S.V. ROLANDO, M.F. TESTA
Nonlinear three dimensional simulations of service load tests on a 32m stone arch
bridge in Ireland…………………………………………………………………………………373
P.J. FANNING, T.E. BOOTHBY
Reliability-based assessment of existing arch bridges…………………………………………..379
J.R.CASAS
Geometric safety degree of masonry arches…………………………………………………….385
G. FRUNZIO, A. GESUALDO, M. MONACO
Research on strengthening and reliability evaluation of Yong’an arch brige…………………...391
J. ZHANG, Q. QIN, Z. ZHONG
Serviceability load effects on masonry arch bridges……………………………………………397
P.O. BURROUGHS, P. BARALOS, T.G. HUGUES, M.C.R. DAVIES
Present strength and serviceability characteristics of a reinforced concrete arch bridge
in use since 1916………………………………………………………………………………403
A.A. DI MAIO, L.J. LIMA, R. LONGONI, L.P. TRAVERSA
CONSTITUTIVE LAWS AND STRUCTURAL BEHAVIOUR MODELS
LOIS DE COMPORTEMENT ET MODELES DE FONCTIONNEMENT
A constitutive equation for beams made of no-tension materials with limited
Compressive strength………………………………………………………………………….411
N. ZANI
Discrete model for non-linear analysis of masonry arches……………………………………417
P. CLEMENTE, A. OCCHIUZZI, A. RAITHEL
An energy formulation for structural masonry and its applications
to non-linear analysis of arch bridges…………………………………………………………423
S.W. GARRITY, V.V. TOROPOV, G.V. TUROVTSEV
Stability and strength of materials for the static analysis of masonry arches:
Durand-Claye’s method……………………………………………………………………….437
F.FOCE, A. SINOPOLI
The masonry arch; a geometric dynamic formulation for the equilibrium and limit analysis...445
A. SINOPOLI, F. FOCE
A limit analysis approach for masonry structures……………………………………………..451
A. ORDUÑA, P.B. LOURENÇO
RING: 2D rigid-block analysis program for masonry arch bridges…………………………...459
M. GILBERT
A homogenisation-based FE model for the analysis of masonry arch bridges………………...465
C. SICILIA, G. PANDE, T. HUGUES
Structual effects of constructional techniques on the service behaviour of arch bridges……...471
F. MOLA, A. PALERMO
A consideration of current traffic loads on flat, circular stone arch bridges…………………..477
J.A. MARTINEZ MARTINEZ, A.ARAGON TORRE, J. MORENO REVILLA
Pathologie des ponts rails à voûte surbaissée de la SNCF……………………………………483
J.LECLERCQ
Oprimum radii of circular masonry arches……………………………………………………489
S. BENNATI, R. BARSOTTI
Modelling skew arch behaviour………………………………………………………………499
G.E. AUGARDE, J.D. DAVEY
Simulation test study on the construction of long-span stone arch bridges…………………...505
Z. XIANG, A. GU
Non linear elasto-plastic collapse analysis of multi-span masonry arch bridges……………...513
A. BRENCICH, U. DE FRANCESCO, L. GAMBAROTTA
Numerical simulation of the structural behaviour of single, multi-arch and
open-sprandel arch masonry bridges…………………………………………………………...523
C. MOLINS, P. ROCA, A. PUJO
A new calculation method of multi-arch bridges……………………………………………….531
G. WANG, R. GAO
Structual action of arch viaducts………………………………………………………………..537
W.J. HARVEY, Z. JUHÀSZ, F.W. SMITH
The behaviour of masonry jack arches………………………………………………………….545
C. MELBOURNE, L. WEEKES
Numerical prediction of the behaviour of masonry arch bridges
With near-surface reinforcement………………………………………………………………..553
Y.CHEN, A.F. ASHOUR, S.W. GARRITY
Estimation of the capacity of masonry arches with near-surface reinforcement
using a modified mechanism analysis…………………………………………………………..561
Y.CHEN, A.F. ASHOUR, S.W. GARRITY
A finite element study of a single span masonry arch bridge with near-surface
Reinforcement…………………………………………………………………………………..567
S.W. GARRITY, I.L. TOROPOVA
Stand-lime morta joint hardening behaviour…………………………………………………...573
B.T. ROSSON
Effects of point supports on arch behaviour……………………………………………………579
C. MELBOURNE, J. WANG, A. BAGCHI
Shear-flexure interaction in box-girder webs…………………………………………………..583
R. GASPAR, R.N. OYAMADA, F.R. STUCCHI
DYNAMIC BEHAVIOUR, SEISMIC RESPONSE, DEGRADATION MECHANISMS
COMPORTEMENT DYNAMIQUE, RÉSISTANCE AUX SÉISMES,
MÉCANISMES DE DÉGRADATION
Modal analysis as a design tool for arches…………………………………………………….591
C.A. FAIRFIELD, A. BENSALEM, A. SIBBALD
Dynamics of no-tension structures…………………………………………………………….601
A. BINETTI, C. CENNAMO, G. VOIELLO
On the seismic analysis of masonry arch bridges……………………………………………..607
P. FORABOSCHI
Seismic response analysis of a stiff sekleton long-span concrete filled steel tubular
arch bridge……………………………………………………………………………………..615
X. XU, X. HE, G. TANG, F. HUANG
Comportement dynamique et notion de vitesse critique à propos d’un viaduc
de la ligne TGV Méditerranée…………………………………………………………………621
V. DE VILLE DE GOYET
Behaviour of train cars moving across steel tied arch bridges…………………………………629
Ph. VAN BOGAERT
Improving the impact resistance of masonry parapet walls……………………………………635
M. GILBERT, B. PAVLOVIC, J. BLEIZIFFER
Kriva Cuprija bridge in Mostar: analysis of the causes of its collapse…………………………647
G. BLASI, S. SEŠUM
NEW AND FUTURE TRENDS
TENDANCES NOUVELLES ET FUTURES
THE WOULD’S NEW LONGEST SPANS
LES NOUVELLES PORTÉES LES PLUS LONGUES DU MONDE
Arch bridges: shape and stifness………………………………………………………………..657
J.J. ARENAS
The longest span stone arch bridge in the would……………………………………………….667
C.-W. HU, D.-L. HU, S.-L. LIU, W. ZHOU
The Wanxian bridge: the would’s longest concrete arch span…………………………………..673
W. LI, W. FAN, Y. SUN, J. LIU
The 360m CFST arch of the Yajisha bridge…………………………………………………….677
W. ZHUANG, D. HUANG
Un arc de 600 mètres……………………………………………………………………………683
A. SPIELMANN
NEW MATERIALS, STRUCTURAL FORMS AND SUSTEMS
MATÉRIAUX NOUVEAUX, FORMES ET SYSTÈMES STRUCTURAUX
Bakar bridge designed in reactive powder concrete…………………………………………….695
V. CANDRLIC, J. BLEIZIFFER, A. MANDIC
Application of high performance concrete in an arch of medium span-comparative study…….701
F. LEGERON, F. TOUTLEMONDE, E. BOUCHON, J. LEFEVRE, G. CODIS
Steel products for recent bridge constructions…………………………………………………..709
F. SCHRÖTER
Un pont bow-string à tablier courbe……………………………………………………………..715
D.VERLAINE, D.HARDY, E. SCHMIT, C. JORIS, Y. DUCHENE, P. DE CATERS
Structural design and construction technology of Yongjiang Bridge,
Yongnig of Guangxi province, China……………………………………………………………723
J. WANG, J. ZHENG, F. XU
Le pont de I’Europe à Orléans: enseignements tirés…………………………………………….735
J.-B. DATRY
The Europe bridge in Orléans (France): construction phases……………………………………745
W. HOECKMAN
Deux arcs en bow-string pour la nouvelle desserte ferroviaire
Du port de Gennevilliers…………………………………………………………………………751
M. MOUSSARD, A. SPIELMANN, I. ABI NADER
Les grands franchissements ferroviaires; les performances des ponts
en arc bow-string…………………………………………………………………………………757
D. MARTIN
Un arc métallique pour le VAL de Toulouse……………………………………………………..765
M. MIMRAM, M. BOILEAU, L. DAVAINE, G. GILBERT, H. OUDIN-HOGRAINDLEUR,
J. PETITJEAN
The new road bridge over the river Elbe in Wittenberg: A composite bridge
In combination with a single arch………………………………………………………………..773
H.-J. CASPER
Composite arch bridges…………………………………………………………………………..779
H. MANTEROLA ARMISÉN
Reconstruction du pont de Saint-Gilles sur le petit Rhône………………………………………787
J.BERTHLLEMY
Le Japan bridge: une construction VIRY…………………………………………………..........795
F. HOCHART, J.-P. TAHAY
Le pont du Triple saut……………………………………………………………………………801
J. TONELLO, P. DAL PALU
The Ribble Way bridge: Characteristics of a three-way arch……………………………………807
P.T. FIRTH, P.E. KASSABIAN
DESIGN AND CONSTRUCTION PROCEDURES
CONCEPTION ET PROCÉDÉS DE CONSTRUCTION
New developments on Chinese arch bridges techniques………………………………………...815
B. XIE, Z. YANG, R. TAN, Z. LIU
Design and construction of Tateyama bridge: RC arch bridge using a temporary
steel arch with a tension cable chord……………………………………………………………..821
T. OTA, K. SHODA, K. SAITO, A. NAKAMURA
The susupension bridge typed cable hoisting construciong method and its application…………829
X. XU, F. HUANG
Hybrid arch bridge using both steel and concrete-filled-steel tubes……………………………..833
B. CHEN, Y. CHEN, Y. LIU
Rotation construction of two concrete-filled steel tube arch bridges (CFST)…………………...839
C. MEIGUI, Y. GUORONG
Design and construction of a long span concrete arch bridge in a siesmic area:
Ikeda Hesokko Ohashi…………………………………………………………………………...845
H. MOCHIZUKI, S. ISHIHARA, K. SAITO, K. UTSUGI, M. YOSHII
Les viaducs en arc du Crozet…………………………………………………………………….851
G. FRÉMONT, M.N. CHEVALME, H. MAGNON-PUJO, B. DEBERLE, B. MIET
Design and construction of the Tensho concrete arch bridge……………………………………857
K. KAMIMURA, M. KOUNO, K. OKADA, T. TSUKA
Conception et construction de la passerelle de la Paix, à Séoul………………………………....865
D. ÉTIENNE, G. CAUSSE, M. BEHLOUL
China’s first concrete-filled steel tube (CFST) arch railway bridge:
The Beipanjiang long span bridge on the Shuicheng-Baiguo line……………………………….877
T.MA, Y.XU, T.HE, K. CHEN
Application and development of the rotation construction method
of arch bridges in China………………………………………………………………………….883
L. ZHANG, J. CHEN
Design and construction of Fujikawa concrete arch bridge……………………………………...889
S. TAKAHASHI, K. OSAKA, M. SADAMITSU, N.WATANABE
Le pont sur le bras de la Plaine (île de la Réunion): un ouvrage d’exception
Dans un site guandiose………………………………………………………………………895
J.-P.CHUNIAUD, Th. JAMET, J.-M. TANIS, E. BARLET, Ph. CHATELARD,
J.-P.VIALLON
Evaluation and new design proposal for concrete arch bridges with filled and
wrapped steel tubes……………………………………………………………………………....907
T.KAWAMURA, K. KIRIKAWA, S. IKEDA
Assessment of erection quality of steel tied arch bridges………………………………………..917
Ph. VAN BOGAERT
The Barelang bridge in Indonesia………………………………………………………………..923
I.ZIVANOVIC, Y. GAUTHIER, J. STUBLER
AESTHETICS AND ENVIRONMENT
ESTHÉTIQUE ET ENVIRONNEMENT
Les pont sur le Vecchio en Corse (France)……………………………………………………….931
M. PLACIDI, D. REGALLET
Le pont en arc et ses enjeux architecturaux et paysagers………………………………………...937
G. BIGNIER, S. MEMET, H. COMMUN, J.-Y.FOUCHARD, F. MIALET
Humber river steel arch bridge…………………………………………………………………...943
W.V. ANDERSON
Pont bow-string acier béton-intégré dans un viaduc ferroviaire parcouru
par des trains à guande vitesse…………………………………………………………………...949
I. COUCHARD, H. DETANDT
Respect for tradition: The new Crooked River gorge bridge…………………………………….955
D. GOODYEAR, N. SMIT, J. HEACOCK, S. STARKEY
A new pedestrian arch bridge………………………………………………………………….....965
G. ARTUSO, C. BIANCHI, P. FRANCHETTI, C. MODENA
Le viaduc de la rivière Saint-Sauveur……………………………………………………………971
M. PLACIDI, J.-P.COMMUN
Quqlité environnementale, développement durable, développement local:
nouvelles questions sur les ponts………………………………………………………………...977
Y. PERRET
COMMUNNICATION TARDIVE/LATE PAPER
A methodology for the assessment of masonry arch bridges…………………………………….987
J.A. MARTÍN-CARO, J. LEÓN, J.L. MARTÍNEZ, L. LÓPEZ