ARCH'01 - 3<sup>ème</sup> conférence sur les ponts en arc

Abdunur, Charles

ARCH'01 - 3^ème conférence sur les ponts en arc

Bibliografische Daten

Herausgeber:	Charles Abdunur
Medium:	Tagungsband
Sprache(n):	Französisch
Verlag:	Presses de l'Ecole nationale des ponts et chaussées
Veröffentlicht in:	Paris, Frankreich
Tagung:	ARCH'01
Seite(n):	1008
Jahr:	2001
ISBN-10:	2859783474
Einband:	gebunden
Bestellbar bei:	Amazon.de (Deutschland) Amazon.fr (France) Amazon.co.uk (United Kingdom) Amazon.com (United States)

Artikel

Autor(en)	Titel	Seite(n)
Anderson, W. V.	Humber river steel arch bridge	943-948
Appleton, J.	Arrabida bridge. Inspection and assessment	29-34
Arenas de Pablo, Juan José	Arch bridges: shape and stiffness	657-666
Artuso, G.	A new pedestrian arch bridge	965-970
Augarde, G. E.	Modelling skew arch behaviour	499-504
Baratta, A.	Masonry arches refurbishment by fibers reinforced polymers	295-300
Becchi, A.	Les contrepoints de l'histoire: un pont en pierre de taille du XX^e	113-120
Bennati, S.	Optimum radii of circular masonry arches	489-498
Berthellemy, Jacques	Reconstruction du pont de Saint-Gilles sur le petit Rhône	787-794
Bhide, M. C.	Arch bridge architectural and constructional developments in India	105-112
Bignier, G.	Le pont en arc et ses enjeux architecturaux et paysagers	937-942
Binetti, A.	Dynamics of no-tension structures	601-606
Blasi, C.	Kriva Cuprija bridge in Mostar: analysis of the causes of its collapse	647-653
Boothby, T. E.	An experimental and analytical program for assessment of stone bridges	219-226
Brencich, A.	Non linear elasto-plastic collapse analysis of multi-span masonry arch bridges	513-520
Briccoli Bati, S.	Strengthening of masonry vaulted structures using FRP overlays	289-294
Burroughs, P. O.	Serviceability load effects on masonry arch bridges	397-402
Candrlic, V.	Bakar bridge designed in reactive powder concrete	695-700
Casas, J. R.	Reliability-based assessment of existing arch bridges	379-384
Casper, Hans-Joachim	The new road bridge over the river Elbe in Wittenberg A composite bridge in combination with a single arch	773-778
Chen, B.	Hybrid arch bridge using both steel and concrete-filled-steel tubes	833-838
Chen, Y.	Estimation of the capacity of masonry arches with near-surface reinforcement using a modified mechanism analysis	561-566
Chen, Y.	Numerical prediction of the behaviour of masonry arch bridges with near-surface reinforcement	553-560
Chiorino, M. A.	Mechanism and finite element failure analysis of Mosca's bridge over the Dora in Turin	365-372
Chuniaud, Jean-Paul	Le pont sur le bras de la Plaine (Île de la Réunion): un ouvrage d'exception dans un site grandiose	896-906
Clemente, P.	Discrete model for non-linear analysis of masonry arches	417-422
Colla, C.	Two-dimensional impact-echo for NDT testing of masonry bridges	207-212
Como, M.	On the structural capacity of masonry arches strengthened by FRP	277-282
Corradi, M.	Géométrie et résistance des matériaux dans la construction des ponts au XIX^e siècle	69-76
Coste, Anne	Le pont-canal: un cas très particulier de pont en arc	127-134
Couchard, Iwan	Pont bow-string acier béton-intégré dans un viaduc ferroviaire parcouru par des trains à grande vitesse	949-954
Counsell, J. H. W.	Widening and strengthening of Kingston bridge, London	249-254
Cox, R. C.	Spanning the centuries The arch bridge in Ireland 1600-2000	85-90
D'Amelio, M. G.	Conflict between theory and practice in bridge construction in the 16^th and 17^th centuries: some cases of roman bridges	77-84
Datry, Jean-Bernard	Le pont de l'Europe à Orléans Enseignements tirés	735-743
de Ville de Goyet, V.	Comportement dynamique et notion de vitesse critique à propos d'un viaduc de la ligne TGV Méditerranée	621-628
Dennis, P. J.	Lancaster Place vaults Northern approach viaduct to Waterloo Bridge, London	315-320
Di Maio, A. A.	Present strength and serviceability characteristics of a reinforced concrete arch bridge in use since 1916	403-408
Étienne, Denis	Conception et construction de la passerelle de la Paix à Séoul	865-876
Fairfield, C. A.	Modal analysis as a design tool for arches	591-600
Fanning, P. J.	Nonlinear three dimensional simulations of service load tests on a 32 m stone arch bridge in Ireland	373-378
Favre, Renaud	The arch: enduring end endearing	3-16
Firth, P. T.	The Ribble Way Bridge Characteristics of a tree-way arch	807-812
Foce, F.	Stability and strength of materials for the static analysis of masonry arches	437-444
Foraboschi, P.	On the seismic analysis of masonry arch bridges	607-614
Foucriat, Jean-Claude	Histoire des ponts métalliques en arc en France	153-160
Frémont, G.	Les viaducs en arc du Crozet	851-856
Frunzio, G.	Geometric safety degree of masonry arches	385-390
Garrity, S. W.	An energy formulation for structural masonry and its applications to non-linear analysis of arch bridges	423-436
Garrity, S. W.	A finite element study of a single span masonry arch bridge with near-surface reinforcement	567-572
Garrity, S. W.	The strengthening of single span masonry arch bridges using near-surface reinforcement	301-308
Gaspar, R.	Shear-flexure interaction in box-girder webs	583-588
Gilbert, M.	Improving the impact resistance of masonry parapet walls	631-640
Gilbert, M.	RING: 2D rigid-block analysis program for masonry arch bridges	459-464
Goodyear, D.	Respect for tradition - The new Crooked River Gorge Bridge	955-964
Hadzihasanovic, Z.	Reconstruction of two destroyed arch bridges over Neretva river in Mostar	135-142
Harvey, W. J.	Structural action of arch viaducts	537-544
Henno, B.	Epsilon: l'accès intégral aux ponts en arc	195-200
Hochart, F.	Le Japan bridge: une construction VIRY	795-800
Hoeckman, Wim	The Europe bridge in Orléans (France) Construction phases	745-750
Hu, C.-W.	The longest span stone arch bridge in the world	667-672
Humar, G.	World famous arch bridges in Slovenia	121-126
Inaudi, D.	Monitoring a concrete arch bridge during construction, using optical fibre sensors	201-206
Iyengunmwena, M. A.	Integrated design, manufacture and testing of a proof-of-concept composite beam for jack arch bridge strengthening	237-242
Kahlow, A.	Bridge construction From geometric towards the static construction approach in bridge design	59-68
Kamimura, K.	Design and construction of the Tensho concrete arch bridge	857-864
Karaveziroglou-Weber, M.	A multi-arched post-Byzantine bridge in Greece	143-146
Kawaura, T.	Evaluation and new design proposal for concrete arch bridges with filled and wrapped steel tubes	907-916
Leclercq, J.	Pathologie des ponts rails à voûtes surbaissée de la SNCF	483-488
Légeron, F.	Application of high performance concrete in an arch of medium span Comparative study	701-708
Li, W.	The Wanxian bridge: the world's longest concrete arch span	673-676
Liebenberg, A. C.	Bloukrans Bridge	35-40
Lourençao, P. B.	Survey of old bridges over rivers Ave and Vizela (Portugal)	213-218
Ma, T.	China's first concrete-filled steel tube (CFST) arch railway bridge: the Beipanjiang long span bridge on the Shuicheng-Baiguo line	877-882
Manterola Armisén, Francisco Javier	Composite arch bridges	779-786
Martin, D.	Les grands franchissements ferroviaires Les performances des ponts en arc bow-string	757-764
Martin-Caro, J. A.	A methodology for the assessment of masonry arch bridges	987-996
Martinez Martinez, J. A.	A consideration of current traffic loads on flat, circular stone arch bridges	477-482
Meigui, C.	Rotation construction of two concrete-filled steel tube arch bridges (CFST)	839-844
Melbourne, C.	The behaviour of masonry jack arches	545-552
Melbourne, C.	The behaviour of multi-ring brickwork arches subjected to cyclic loading	243-248
Melbourne, C.	Effects of point supports on arch behaviour	579-582
Melbourne, C.	An overview of experimental masonry arch bridge research in the UK	343-350
Mimram, Marc	Un arc métallique pour le VAL de Toulouse	765-772
Mochizuki, H.	Design and construction of a long span concrete arch bridge in seismic area Ikeda Hesokko Ohashi	845-850
Mola, F.	Structural effects of constructional techniques on the service behaviour of arch bridges	471-476
Molins, C.	Numerical simulation of the structural behaviour of single, multi-arch and open-spandrel arch masonry bridges	523-530
Moussard, M.	Deux arcs en bow-string pour la nouvelle desserte ferroviaire du port de Gennevilliers	751-756
Muller, Jean	On design and construction of long span concrete arch bridges	17-26
Orduña, A.	A limit analysis approach for masonry structures	451-458
Ota, T.	Design and construction of Tateyama Bridge RC arch bridge using a temporary steel arch with a tension cable chord	821-828
Paeglitis, A.	Reconstruction and widening of a multispan concrete arch bridge	309-314
Panday, A.	Heritage complex arch bridges Merging of structure with architecture	187-192
Perret, Y.	Qualité environnementale, développement durable, développement local Nouvelles questions sur les ponts	977-983
Placidi, M.	Le pont sur le Vecchio en Corse (France)	931-936
Placidi, Michel	Le viaduc de la rivière Saint-Sauveur	971-976
Plu, Bernard	Les ouvrages voûtés en maçonnerie sur le réseau ferroviaire français	97-104
Poncelet, E.	La restauration des ponts des fortifications classées monuments historiques	177-186
Radic, J.	Large concrete arch bridges in Croatia	49-55
Rassalski, K.	Grafton bridge Auckland History and upgrading	169-176
Roca, P.	Laboratory experiments on the service and ultimate load response of arches	359-364
Rosson, B. T.	Sand-lime mortar joint hardening behaviour	573-578
Rusnak, C. J.	Country bridges in the United States and the British Isles Context and technology	147-152
Šašek, L.	Repair and rehabilitation of two old arch bridges	255-260
Schröter, F.	Steel products for recent bridge constructions	709-714
Sicilia, C.	A homogenisation-based FE model for the analysis of masonry arch bridges	465-470
Silva, H. C.	Restoration of the arches of the Mairinque-Santos railway	269-276
Simunic, Z.	Dynamic behaviour of concrete arch bridges on the Adriatic coast	641-646
Sinopoli, A.	Theoretical research on masonry and masonry arches in Italy	323-342
Sinopoli, Anna	The masonry arch A geometric dynamic formulation for the equilibrium and limit analysis	445-450
Spielmann, Alain	Un arc de 600 m	683-692
Takahashi, S.	Design and constuction of Fujikawa concrete arch bridge	889-895
Tonello, Jean	Le pont du Triple Saut	801-806
Traversa, L. P.	Historical and modern arch bridges, built from the end of the 19^th to the middle of the 20^th century in the Province of Buenos Aires (Argentina)	91-96
Tveit, P.	How, why and where for the network arch, the world's most slender arch bridge?	161-168
Unsworth, J. F.	Evaluation of the load capacity of a rehabilitated steel arch railway bridge	227-234
Van Bogaert, Ph.	Assessment of erection quality of steel tied arch bridges	917-922
Van Bogaert, Ph.	Behaviour of train cars moving across steel tied arch bridges	629-630
Verlaine, D.	Un pont bow-string à tablier courbe	715-722
Vion, Philippe	L'expertise et la réparation du pont en maçonnerie sur le Loup à Villeneuve-Loubet	261-268
Wang, G.	A new calculation method of multi-arch bridges	531-536
Wang, J.	Structural design and construction technology of Yongjiang Bridge, Yongning of Guangxi province, China	723-734
Wedgwood, R.	Gladesville Bridge Sydney History and Performance	41-48
Xiang, Z.	Simulation test study on the construction of long-span stone arch bridges	505-512
Xie, B.	New developments on Chinese arch bridges techniques	815-820
Xu, X.	Seismic response analysis of a stiff skeleton long-span concrete filled steel tubular arch bridge	615-620
Xu, X.	The suspension bridge typed cable hoisting construction method and its application	829-832
Zani, E.	A constitutive equation for beams made of no-tension materials	411-416
Zhang, J.	Research strengthening and reliability evaluation of Yong'an arch bridge	391-396
Zhang, L.	Application and development of the rotation construction method of arch bridges in China	883-888
Zheng, Z.	Analysis of load optimization of arch bridges	353-358
Zhuang, W.	The 360 m CFST arch of the Yajisha bridge	677-682
Zivanovic, I.	The Barelang bridge in Indonesia	923-927

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10001163
Veröffentlicht am:
03.01.2002
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