| 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 XXe |
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 XIXe 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 16th and 17th 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 19th to the middle of the 20th 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 |
