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Archambault, M.-H., Tremblay, R., & Filiatrault, A. (1995). Étude du comportement séismique des contreventements ductiles en X avec profilés tubulaires en acier. (Rapport technique n° EPM-GCS-95-09). Non disponible
Christopoulos, C., Léger, P., & Filiatrault, A. (2003). Sliding response of gravity dams including vertical seismic accelerations. Journal of earthquake engineering and engineering vibration, 2(2), 189-200. Lien externe
Daudey, X., & Filiatrault, A. (2000). Seismic Evaluation and Retrofit With Steel Jackets of Reinforced Concrete Bridge Piers Detailed With Lap-Splices. Canadian Journal of Civil Engineering, 27(1), 1-16. Lien externe
Filiatrault, A., Tremblay, R., & Kuan, S. (2004). Generation of Floor Accelerations for Seismic Testing of Operational and Functional Building Components. Canadian Journal of Civil Engineering, 31(4), 646-663. Lien externe
Filiatrault, A., Kuan, S., & Tremblay, R. (2004). Shake Table Testing of Bookcase - Partition Wall Systems. Canadian Journal of Civil Engineering, 31(4), 664-676. Lien externe
Filiatrault, A., Tremblay, R., & Wanitkorkul, A. (2001). Performance evaluation of passive damping systems for the seismic retrofit of steel moment-resisting frames subjected to near-field ground motions. Earthquake Spectra, 17(3), 427-456. Lien externe
Filiatrault, A., Tremblay, R., & Kar, R. (2000). Performance Evaluation of Friction Spring Seismic Damper. Journal of Structural Engineering, 126(4), 491-499. Lien externe
Filiatrault, A., & Tremblay, R. (1998). Design of Tension-Only Concentrically Braced Steel Frames for Seismic Induced Impact Loading. Engineering Structures, 20(12), 1087-1096. Lien externe
Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., & Tremblay, R. (janvier 1998). Experimental research using the earthquake simulation facility at École Polytechnique [Communication écrite]. Annual conference of the canadian society for civil engineers, Halifax, NS, Canada. Non disponible
Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., & Tremblay, R. (janvier 1998). Experimental research using the earthquake simulation facility at École Polytechnique in Montréal [Communication écrite]. 2nd Structural Speciality Conference, Halifax, N.S., Canada. Non disponible
Filiatrault, A., Lachapelle, E., & Lamontagne, P. (1998). Seismic Performance of Ductile and Nominally Ductile Reinforced Concrete Moment Resisting Frames. I. Experimental Study. Canadian Journal of Civil Engineering, 25(2), 331-341. Lien externe
Filiatrault, A., Lachapelle, E., & Lamontagne, P. (1998). Seismic Performance of Ductile and Nominally Ductile Reinforced Concrete Moment Resisting Frames. II. Analytical Study. Canadian Journal of Civil Engineering, 25(2), 342-352. Lien externe
Filiatrault, A., & Tremblay, R. (1997). Characterization tests of shapia seismic damper. (Rapport technique n° 97-02). Non disponible
Filiatrault, A., Mitchell, D., & Paultre, P. (mai 1997). Cooperative seismic research program at École polytechnique de Montréal, McGill University and Université de Sherbrooke [Communication écrite]. 1997 Annual Conference of Canadian Society for Civil Engineering, Sherbrooke, Can. Non disponible
Filiatrault, A., Tremblay, R., Thoen, B., & Rood, J. (janvier 1996). Second generation earthquake simulation system in Canada: description and performance [Communication écrite]. 11th world conf on earth. eng, Acapulco, Mexico. Lien externe
Filiatrault, A., & Tremblay, R. (janvier 1997). Seismic retrofit of steel moment resisting frames with passive friction energy dissipating systems [Communication écrite]. Northridge earthquake research conf, Los Angeles, CA, USA. Non disponible
Filiatrault, A., & Tremblay, R. (1997). Shake table tests of shapia seismic damper. (Rapport technique n° 97-04). Non disponible
Filiatrault, A., & Tremblay, R. (janvier 1996). Behavior of tension-only concentrically braced steel frames under simulated earthquake loads [Communication écrite]. International Conference on Advances in Steel Structures, Hong Kong. Non disponible
Filiatrault, A., & Tremblay, R. (janvier 1996). Code compatible design ground motions for inelastic structural analysis in Canada [Communication écrite]. Pan pacific hazards 96 conf, Vancouver, B.C., Canada. Non disponible
Filiatrault, A., Tremblay, R., & Degrange, G. (1996). Seismic qualification test of an electronic equipment cabinet according to the GR-63-CORE generic requirements. (Rapport technique n° EPM-GCS-96-04). Non disponible
Filiatrault, A., Wagner, P., & Cherry, S. (1995). Analytical prediction of experimental building pounding. Earthquake Engineering & Structural Dynamics, 24(8), 1131-1154. Lien externe
Filiatrault, A., & Tremblay, R. (1995). Présentation du simulateur sismique du laboratoire de structures. (Rapport technique n° EPM-GCS-95-12). Non disponible
Filiatrault, A., Pineau, S., & Houde, J. (1995). Seismic behavior of steel-fiber reinforced-concrete interior beam-column joints. ACI Structural Journal, 92(5), 543-552. Lien externe
Filiatrault, A., & Stieda, C. K. A. (1995). Seismic weaknesses of some residential wood framed buildings - confirmations from the 1994 northridge earthquake. Canadian Journal of Civil Engineering, 22(2), 403-414. Lien externe
Filiatrault, A., & Cervantes, M. (1995). Separation between buildings to avoid pounding during earthquakes. Canadian Journal of Civil Engineering, 22(1), 164-179. Lien externe
Filiatrault, A., Léger, P., & Tinawi, R. (1994). On the computation of seismic energy in inelastic structures. Engineering Structures, 16(6), 425-436. Lien externe
Filiatrault, A., Cervantes, M., Folz, B., & Prion, H. (1994). Pounding of buildings during earthquakes: a Canadian perspective. Canadian Journal of Civil Engineering, 21(2), 251-265. Lien externe
Filiatrault, A., Tremblay, S., & Tinawi, R. (1994). Rapid seismic screening procedure for existing bridges in Canada. Canadian Journal of Civil Engineering, 21(4), 626-642. Lien externe
Filiatrault, A., Ladicani, K., & Massicotte, B. (1994). Seismic performance of code-designed fiber-reinforced concrete joints. ACI Structural Journal, 91(5), 564-571. Lien externe
Filiatrault, A., D'Aronco, D., & Tinawi, R. (1994). Seismic shear demand of ductile cantilever walls: A Canadian code perspective. Canadian Journal of Civil Engineering, 21(3), 363-376. Lien externe
Kar, R., Filiatrault, A., & Tremblay, R. (janvier 1998). Energy dissipation device for seismic control of structures [Communication écrite]. 6th U.S. nat. conf. on earthquake eng, Seattle, USA. Non disponible
Lachapelle, É., & Filiatrault, A. (1997). Étude du comportement sismique d'une ossature en béton armé à ductilité nominale (R=2). (Rapport technique n° EPM-GCS-97-03). Non disponible
Lamontagne, P., & Filiatrault, A. (1997). Étude du comportement sismique d'une ossature en ductile en béton armé (R=4). (Rapport technique n° EPM-GCS-97-05). Non disponible
Lebrun, I., & Filiatrault, A. (1994). Réfection séismique par injection de résine époxyde d'assemblage poutre-colonne extérieurs en béton armé. (Rapport technique n° EPM-GCS-94-13). Non disponible
Prion, H. G. L., & Filiatrault, A. (1996). Performance of timber structures during the hyogo-ken nanbu earthquake of 17 january 1995. Canadian Journal of Civil Engineering, 23(3), 652-664. Lien externe
Pineau, S., Filiatrault, A., & Houde, J. (1994). Étude expérimentale du comportement séismique d'assemblages poutre-colonne en béton renforcé de fibres. (Rapport technique n° EPM-GCS-94-06). Non disponible
Sideris, P., Filiatrault, A., Leclerc, M., & Tremblay, R. (2010). Experimental investigation on the seismic behavior of palletized merchandise in steel storage racks. Earthquake Spectra, 26(1), 209-233. Lien externe
Tremblay, R., Berair, T., & Filiatrault, A. (janvier 2000). Experimental behaviour of low-rise steel buildings with flexible roof diaphragms [Communication écrite]. 12th world conf. on earthquake eng, Auckland, NZ. Lien externe
Tinawi, R., Léger, P., Filiatrault, A., Massicotte, B., & Tremblay, R. (janvier 2000). Research at École Polytechnique on seismic response of bridges [Communication écrite]. 3rd Canada-Taiwan Workshop on Bridges, Banff, Alberta, Canada. Non disponible
Tremblay, R., Filiatrault, A., & Kremmidas, S. (1998). Near filed seismic response of steel moment resisting frame retrofitted with passive friction energy dissipating systems. ISET Journal of earthquake technology, 35(4), 243-262. Lien externe
Tremblay, R., Tchebotarev, N., & Filiatrault, A. (janvier 1997). Influence of the loading rate and the floor slab on the seismic performance of RBS connections for steel moment resisting frames [Communication écrite]. Northridge earthquake research conf, Los Angeles, CA, USA. Non disponible
Tremblay, R., Tchebotarev, N., & Filiatrault, A. (mai 1997). Loading rate effects and influence of floor slab on the seismic performance of RBS connections for steel moment resisting frames [Communication écrite]. 1997 Annual Conference of Canadian Society for Civil Engineering, Sherbrooke, Can. Non disponible
Tremblay, R., Robert, N., & Filiatrault, A. (janvier 1997). Seismic performance of RBS connections for steel moment resisting frames: influence of loading rate and floor slab [Communication écrite]. STESSA'97 2nd int. conf. on the behaviour of steel structures in seismic area, Kyoto, Japan. Non disponible
Tremblay, R., & Filiatrault, A. (1997). Seismic performance of steel moment resisting frames retrofitted with a locally reduced beam section connection. Canadian Journal of Civil Engineering, 24(1), 78-89. Lien externe
Tremblay, R., Robert, N., & Filiatrault, A. (janvier 1997). Tension-only bracing: a viable earthquake-resistant system for low-rise steel building? [Communication écrite]. SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan. Non disponible
Tremblay, R., Bruneau, M., Nakashima, M., Prion, H. G. L., Filiatrault, A., & DeVall, R. (1996). Seismic design of steel buildings: lessons from the 1995 Hyogo-ken Nanbu earthquake. Canadian Journal of Civil Engineering, 23(3), 727-756. Lien externe
Tremblay, R., & Filiatrault, A. (1996). Seismic impact loading in inelastic Tension-Only Concentrically Braced steel Frames : Myth or reality ? Earthquake Engineering & Structural Dynamics, 25(12), 1373-1389. Lien externe
Tremblay, R., & Filiatrault, A. (janvier 1996). Shake table tests of retrofitted steel moment resisting frames [Communication écrite]. 1st CSCE structural speciality conf, Edmonton, Alberta. Non disponible
Tremblay, R., Timler, P., Bruneau, M., & Filiatrault, A. (1995). Performance of steel structures during the 1994 Northridge earthquake. Canadian Journal of Civil Engineering, 22(2), 338-360. Lien externe
Tremblay, R., Archambault, M.-H., & Filiatrault, A. (janvier 1995). Seismic behavior of ductile concentrically X-bracings [Communication écrite]. 7th can. conf. on earth. eng, Montréal, Québec. Lien externe
Tinawi, R., Filiatrault, A., & Léger, P. (1995). Strong motion accelerograph records from the 1993 Napierville earthquake. Canadian Journal of Civil Engineering, 22(1), 190-196. Lien externe
Tinawi, R., Sarrazin, M., & Filiatrault, A. (1993). Influence of soft clays on the response spectra for structures in eastern Canada. Soil Dynamics and Earthquake Engineering, 12(8), 469-477. Lien externe
Tinawi, R., Filiatrault, A., & Doré, C. (1993). Damage to Base of LNG Tanks from Blast Loading: Case Study. Journal of Performance of Constructed Facilities, 7(3), 148-163. Lien externe
Wagner, P., & Filiatrault, A. (1994). Étude expérimentale sur le cognement séismique des bâtiments. (Rapport technique n° EPM-GCS-94-09). Non disponible
