The 3rd International Conference on Arch Bridges
Transcription
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