 | Monter d'un niveau |
Afifi, M., Tremblay, R., & Rogers, C. A. (2023). Design and Detailing Recommendations of Slotted-Hidden-Gap Connection for Square HSS Brace Members. Journal of Structural Engineering, 149(2), 23 pages. Lien externe
Assily Alegre, M.-A., & Tremblay, R. (2022). Finite element analysis of flexural response of steel joist top chord extensions. Journal of Constructional Steel Research, 190, 18 pages. Lien externe
Afifi, M., Tremblay, R., & Rogers, C. A. (2022). Numerical & experimental investigation of slotted-hidden-gap connection for square HSS brace members. Journal of Constructional Steel Research, 192, 107234 (17 pages). Lien externe
Afifi, M., Moreau, R., Tremblay, R., & Rogers, C. A. (2021). Evaluation of the slotted-hidden-gap (SHG) connection for square HSS brace members. Journal of Constructional Steel Research, 179, 106548 (16 pages). Lien externe
Assily Alegre, M.-A., & Tremblay, R. (2021). Experimental program on the flexural response of steel joist top chord extensions. Journal of Constructional Steel Research, 186, 15 pages. Lien externe
Afifi, M., Tremblay, R., & Rogers, C. A. (septembre 2020). Slotted-Hidden-Gap (Shg) Brace Connections For Square Hollow Structural Sections For Seismic Applications [Communication écrite]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 pages). Non disponible
Alam, M. S., Tremblay, R., Islam, K., Rahmzadeh, A., Hossain, F., & King, P. (septembre 2020). Use of rocking steel piers for enhanced seismic performance of bridges [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Non disponible
Ali, A. I., & Tremblay, R. (juin 2016). Seismic design procedure for steel multi-tiered concentrically braced frames beyond CSA S16 limit [Communication écrite]. Canadian Society for Civil Engineering Annual Conference 2016: Resilient Infrastructure, London, ON, Canada. Non disponible
Agüero, A., Izvernari, C., & Tremblay, R. (2006). Modelling of the Seismic Response of Concentrically Braced Steel Frames using the OpenSees Analysis Environment. International Journal of Advanced Steel Construction, 2(3), 242-274. Lien externe
Agüero, A., Izvernari, C., & Tremblay, R. (juin 2005). Numerical comparison and optimization of force and displacement based elements for the analysis of the inelastic cyclic response of steel bracing members [Communication écrite]. 4th International Conference on Advances in Steel Structures, Shanghai, China. Lien externe
Aubé, S., Tremblay, R., & Massicotte, B. (mai 1997). Large scale testing of composite bridge girders with slender non-compact webs [Communication écrite]. 1997 Annual Conference of the Canadian Society for Civil Engineering, Sherbrooke, Can. Non disponible
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
Archambault, M.-H., & Tremblay, R. (1995). Hyst : a computer program for the smoothing and superposition of experimental hysteresis curves. (Rapport technique n° EPM-GCS-95-08). Non disponible
Béland, T., Tremblay, R., Fahnestock, L. A., & Hines, E. M. (septembre 2020). Contribution of the gravity beam-column connections to the seismic reserve capacity of steel buildings [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 pages). Non disponible
Beland, T., Bradley, C. R., Nelson, J., Sizemore, J. G., Davaran, A., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Experimental Parametric Characterization of Bolted Angle Connection Behavior. Journal of Structural Engineering, 146(8), 17 pages. Lien externe
Beland, T., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections. Journal of Structural Engineering, 146(8), 14 pages. Lien externe
Beland, T., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Rotational Capacity of Bolted Double-Web-Angle Beam-Column Gravity Connections through Full-Scale Experimental Testing. Journal of Structural Engineering (United States), 146(7), 11 pages. Lien externe
Brunet, F., Tremblay, R., Richard, J., & Lasby, M. (2019). Improved Canadian seismic provisions for steel braced frames in heavy industrial structures. Journal of Constructional Steel Research, 153, 638-653. Lien externe
Bussières, C., Tremblay, R., & Léger, P. (juin 2019). Seismic torsional response on steel BRB frames: inelastic modeling and code design provisions [Communication écrite]. 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). Lien externe
Brunet, F., & Tremblay, R. (juin 2018). Comparison of canadian seismic design provisions for tall braced steel frames in heavy industrial applications [Communication écrite]. 6th International Structural Specialty Conference, Fredericton, NB, Canada. Non disponible
Beland, T., Tremblay, R., Sizemore, J., Fahnestock, L. A., Bradley, C., & Hines, E. (2018). Contribution of Beam-Column Connections with Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing. Key Engineering Materials, 763, 475-84. Lien externe
Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (2018). Seismic assessment of existing steel chevron braced frames. Journal of Structural Engineering, 144(6), 15 pages. Lien externe
Balazadeh-Minouei, Y., Tremblay, R., & Koboevic, S. (2018). Seismic Retrofit of an Existing 10-Story Chevron-Braced Steel-Frame. Journal of Structural Engineering, 144(10), 14 pages. Lien externe
Breton, N., & Tremblay, R. (septembre 2017). Examination of the Canadian provisions for the seismic stability of steel structures [Communication écrite]. 8th European Conference on Steel and Composite Structures (EUROSTEEL 2017), Copenhagen, Denmark. Publié dans ce/papers, 1(2-3). Lien externe
Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (2017). Seismic evaluation of a steel braced frame using NBCC and ASCE 41. Journal of Constructional Steel Research, 135, 110-124. Lien externe
Beland, T., Tremblay, R., Fahnestock, L. A., Hines, E. M., Bradley, C. R., Sizemore, J. G., & Davaran, A. (août 2015). Experimental investigation of the cyclic response of bolted angles in gravity beam-column connections for enhanced seismic performance [Communication écrite]. Joint 6th International Conference on Advances in Experimental Structural Engineering (AESE 2015) and 11th International Workshop on Advanced Smart Materials and Smart Structures Technology, (ANCRiSST 2015), Urbana-Champaign, IL (8 pages). Lien externe
Beland, T., Bradley, C., Nelson, J., Davaran, A., Hines, É. M., Tremblay, R., & Fahnestock, L. A. (avril 2014). Experimental behavior of bolted angles and beam-to-column connections [Communication écrite]. Structures Congress 2014, Boston, MA, United states. Lien externe
Bradley, C., Sizemore, J., Nelson, J., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (avril 2014). Large-scale testing of low-ductility, concentrically-braced frames [Communication écrite]. Structures Congress 2014, Boston, Mass., USA. Lien externe
Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (juillet 2014). Seismic assessment and rehabilitation of existing steel braced frames designed in accordance with the 1980 Canadian code provisions [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Lien externe
Bakhti, F., Tremblay, R., & Rogers, C. A. (septembre 2013). In-plane shear flexibility evaluation of fastened steel flat plate by numerical simulation considering the interaction between connectors and thin plate [Communication écrite]. 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa. Non disponible
Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (mai 2013). Seismic evaluation of existing steel braced frames designed in accordance with the 1980 Canadian code requirements using nonlinear time history analysis [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. Lien externe
Braconi, A., Bursi, O. S., Fabbrocino, G., Salvatore, W., Taucer, F., & Tremblay, R. (2008). Seismic Performance of a 3d Full-Scale High-Ductile Steel-Concrete Composite Moment-Resisting Frame-Part Ii: Test Results and Analytical Validation. Earthquake Engineering & Structural Dynamics, 37(14), 1635-1655. Lien externe
Braconi, A., Bursi, O. S., Fabbrocino, G., Salvatore, W., & Tremblay, R. (2008). Seismic Performance of a 3d Full-Scale High-Ductility Steel-Concrete Composite Moment-Resisting Structure-Part I: Design and Testing, Procedure. Earthquake Engineering & Structural Dynamics, 37(14), 1609-1634. Lien externe
Braconi, A., Salvatore, W., Tremblay, R., & Bursi, O. S. (2007). Behaviour and Modelling of Partial-Strength Beam-to-Column Composite Joints for Seismic Applications. Earthquake Engineering & Structural Dynamics, 36(1), 142-161. Lien externe
Braconi, A., Salvatore, W., & Tremblay, R. (juin 2007). Partial-strength beam-to-column composite joints for seismic applications : behavior, modeling and parametric analysis [Communication écrite]. XII Annual Convention on Earthquake Engineering, Pisa, Italy. Non disponible
Bursi, O. S., Caramelli, S., Fabbrocino, G., Pinto, A. V., Salvatore, W., Taucer, F., Tremblay, R., & Zandonini, R. (janvier 2004). Pseudo-dynamic testing of a 3d full-scale high ductile steel-concrete composite MR frame at ELSA of JRC [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Lien externe
Bouatay, N., & Tremblay, R. (2001). Seismic design and response of multi-storey braced steel frames designed according to NBC 2004. (Rapport technique). Non disponible
Bond, W. F., Rogers, C., & Tremblay, R. (janvier 2001). Seismic performance of arc-spot weld deck-to-frame connections [Communication écrite]. 3rd International conference on thin Wall Structures, Cracow, Poland. Non disponible
Bruneau, M., Wilson, J. C., & Tremblay, R. (1996). Performance of steel bridges during the 1995 hyogo-ken nanbu (kobe, japan) earthquake. Canadian Journal of Civil Engineering, 23(3), 678-713. Lien externe
Comeau, C., Cano, P., Imanpour, A., & Tremblay, R. (mai 2022). Seismic Behaviour and Design of Chevron Multitiered Concentrically Braced Frames [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. Lien externe
Comeau, C., Cano, P., Tremblay, R., & Imanpour, A. (mai 2022). Seismic Response of Two-Bay Steel Multi-Tiered Concentrically Braced Frames [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. Lien externe
Chen, L., Tremblay, R., & Tirca, L. (2019). Determination of Optimum Configurations for Steel-Braced Frames with Segmental Elastic Spines. Journal of Structural Engineering, 145(11), 17 pages. Lien externe
Chen, L., Tremblay, R., & Tirca, L. (2019). Modular tied eccentrically braced frames for improved seismic response of tall buildings. Journal of Constructional Steel Research, 155, 370-384. Lien externe
Chen, L., Tremblay, R., & Tirca, L. (2019). Practical seismic design procedure for steel braced frames with segmental elastic spines. Journal of Constructional Steel Research, 153, 395-415. Lien externe
Choi, H., Erochko, J., Christopoulos, C., & Tremblay, R. (octobre 2008). Comparison of the seismic response of steel buildings incorporating self-centering energy dissipative braces [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Choi, H., Erochko, J., Christopoulos, C., & Tremblay, R. (2008). Comparison of the Seismic Response of Steel Buildings Incorporating Self-Centering Energy-Dissipative Braces, Buckling Restrained Braces and Moment-Resisting Frames. (Rapport technique n° 2008-05). Non disponible
Christopoulos, C., Tremblay, R., Erochko, J., & Choi, H. Response of 2-D and 3-D buildings incorporating buckling-restrained and self-centering bracing systems [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
Christopoulos, C., Tremblay, R., Kim, H. J., & Lacerte, M. (2008). Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation. Journal of Structural Engineering-Asce, 134(1), 96-107. Lien externe
Charron, J.-P., Massicotte, B., Tremblay, R., Knoval, V., & Ghali, A. (2007). Concorde bridge collapse. (Rapport technique n° SR07-06). Non disponible
Christopoulos, C., Kim, H.-J., Tremblay, R., & Lacerte, M. (août 2006). An Innovative Bracing Member with Flag-Shape Hysteretic Response for Enhanced Structural Seismic Performance [Communication écrite]. 5th International Conference STESSA, Yokohama, Japan. Non disponible
Chicoine, T., Tremblay, R., Massicotte, B., Ricles, J. M., & Lu, L. W. (2002). Behavior and Strength of Partially Encased Composite Columns With Built-up Shapes. Journal of Structural Engineering, 128(3), 279-288. Lien externe
Chicoine, T., Tremblay, R., & Massicotte, B. (2002). Finite element modelling and design of partially encased composite columns. Steel and Composite Structures, 2(3), 171-194. Lien externe
Chicoine, T., Massicotte, B., & Tremblay, R. (2002). Long term behaviour and strength of partially-encased composite columns made with built up steel shapes. Journal of Structural Engineering, 129(2), 141-150. Lien externe
Daneshvar, P., Dehghani, M., Bouaanani, N., Tremblay, R., & Léger, P. (septembre 2021). Effects of ground motion event-type on structural response due to the influence of higher modes [Communication écrite]. 17th World Conference on Earthquake Engineering, Sendai, Japan (9 pages). Lien externe
Davaran, A., Beland, T., & Tremblay, R. (2019). Elastic-Plastic Analysis of Bolted Angles Usable in Steel Frame Connections. Journal of Structural Engineering (United States), 145(7), 13 pages. Lien externe
Dehghani, M., & Tremblay, R. (2017). An analytical model for estimating restrainer design forces in bolted buckling-restrained braces. Journal of Constructional Steel Research, 138, 608-620. Lien externe
Dehghani, M., & Tremblay, R. (2017). Design and full-scale experimental evaluation of a seismically endurant steel buckling-restrained brace system. Earthquake Engineering & Structural Dynamics, 47(1), 105-129. Lien externe
Dehghani, M., Tremblay, R., & Leclerc, M. (2017). Fatigue failure of 350WT steel under large-strain seismic loading at room and subfreezing temperatures. Construction and Building Materials, 145, 602-618. Lien externe
Dehghani, M., & Tremblay, R. (2016). Robust Period-Independent Ground Motion Selection and Scaling for Effective Seismic Design and Assessment. Journal of Earthquake Engineering, 20(2), 185-218. Lien externe
Davaran, A., Gelinas, A., & Tremblay, R. (2015). Inelastic buckling analysis of steel X-bracing with bolted single shear lap connections. Journal of Structural Engineering, 141(8), 14 pages. Lien externe
Davaran, A., Tremblay, R., Beland, T., Fahnestock, L. A., & Hines, E. M. (avril 2014). Experimental behavior of low-ductility brace connection limit states [Communication écrite]. Structures Congress 2014, Boston, MA, United states. Lien externe
Davaran, A., Decaen, S., & Tremblay, R. (juillet 2014). Numerical simulation of the seismic response of steel x-braced frames with single shear bolted connections [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Lien externe
Dion, C., Tremblay, R., & Bouaanani, N. (2013). Real time hybrid simulation of a bridge structure equipped with Goodco Z-Tech seismic isolators. (Rapport technique n° GRS SR09-06). Non disponible
Dion, C., Tremblay, R., & Bouaanani, N. (2013). Real time hybrid simulation of bridge structures equipped with seismic dampers and shock transmission units produced by LCL-Bridge Products Technology. (Rapport technique n° GRS SR09-07). Non disponible
Dion, C., Bouaanani, N., & Tremblay, R. (2013). Rentabilité potentielle de l'utilisation d'équipements parasismiques au Ministère des transports our des ponts à travées multiples - Projet no. R58.1 - Rapport d'étape no. 1 - Revue de littérature - Systèmes d'isolation sismique et de dissipation d'énergie appliqués aux ponts. (Rapport technique n° GRS SR13-04). Non disponible
Dehghani, M., & Tremblay, R. (janvier 2012). Development of Standard Dynamic Loading Protocol for Buckling-Restrained Braced Frames [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Non disponible
Dion, C., Bouaanani, N., Tremblay, R., & Lamarche, C.-P. (2012). Real-Time Dynamic Substructuring Testing of a Bridge Equipped With Friction-Based Seismic Isolators. Journal of Bridge Engineering, 17(1), 4-14. Lien externe
Dion, C., Bouaanani, N., Tremblay, R., Lamarche, C.-P., & Leclerc, M. (2011). Real-time dynamic substructuring testing of viscous seismic protective devices for bridge structures. Engineering Structures, 33(12), 3351-3363. Lien externe
De Oliveira, J.-C., Christopoulos, C., Packer, J. A., Tremblay, R., Gray, M. G., & Willibald, S. (2011). Tubular brace members with cast steel connectors under seismic loading: Hohlprofilstreben mit Verbindungselementen aus Stahlguss unter Erdbebenbelastung. Stahlbau, 80(7), 513-519. Lien externe
Dion, C., Bouaanani, N., Tremblay, R., Lamarche, C.-P., & Leclerc, M. (juillet 2010). Real-time hybrid testing of seismic protective systems for bridge structures [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont.. Lien externe
De Oliveira, J.-C., Christopoulos, C., Packer, J. A., Tremblay, R., & Gray, M. G. (octobre 2008). Full-scale experimental validation of standardized seismic-resistant cast steel brace connectors [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Erochko, J., Christopoulos, C., & Tremblay, R. (2015). Design and testing of an enhanced-elongation telescoping self-centering energy-dissipative brace. Journal of Structural Engineering, 141(6), 11 pages. Lien externe
Erochko, J., Christopoulos, C., & Tremblay, R. (2015). Design, testing, and detailed component modeling of a high-capacity self-centering energy-dissipative brace. Journal of Structural Engineering, 141(8), 12 pages. Lien externe
Erochko, J., Christopoulos, C., & Tremblay, R. (juin 2013). Detailed component modelling of a self-centering energy dissipative brace system [Communication écrite]. 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2013) & 4th ECCOMAS thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Kos Island, Greece. Lien externe
Erochko, J., Christopoulos, C., Tremblay, R., & Kim, H. J. (2013). Shake Table Testing and Numerical Simulation of a Self-Centering Energy Dissipative Braced Frame. Earthquake Engineering & Structural Dynamics, 42(11), 1617-1635. Lien externe
El-Sokkary, H., Galal, K., Ghorbanirenani, I., Léger, P., & Tremblay, R. (2013). Shake table tests on FRP-rehabilitated RC shear walls. Journal of Composites for Construction, 17(1), 79-90. Lien externe
El-Sokkary, H., Galal, K., Ghorbanirenani, I., Léger, P., Tremblay, R., & Leclerc, M. (mai 2012). Shake table tests on FRP-rehabilitated RC shear walls [Communication écrite]. 6th International Conference on Advanced Composite Materials in Bridges and Structures, ACMBS-VI, Kingston, Ontario, Canada. Lien externe
Erochko, J., Christopoulos, C., Choi, H., & Tremblay, R. (2011). Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05. Journal of Structural Engineering, 137(5), 589-599. Lien externe
Erochko, J., Christopoulos, C., & Tremblay, R. (juin 2007). Seismic response of an RC frame hospital building equipped with friction damping braces and with self-centering energy dissipative (SCED) braces [Communication écrite]. ECCOMAS Thematic Conference on Computational Methods in Structural Dynamcis and Earthquake Engineering, Crete, Greece. Non disponible
Essa, H. S., Tremblay, R., & Rogers, C. A. (2003). Behavior of Roof Deck Diaphragms Under Quasistatic Cyclic Loading. Journal of Structural Engineering, 129(12), 1658-1666. Lien externe
Essa, H., Tremblay, R., & Rogers, C. (janvier 2002). Inelastic seismic response of metal roof deck diaphragms for steel buildings structures [Communication écrite]. 12th european conference earthquake engineering, London, England. Non disponible
Essa, H. S., Tremblay, R., & Rogers, C. A. (2001). Inelastic seismic behavior of steel deck roof diaphragms under quasi-static cyclic loading. (Rapport technique n° EPM-GCS-2001-11). Non disponible
Fronteddu, P. G., Léger, P., & Tremblay, R. (juin 2019). Consideration of accidental torsion in seismic design of buildings according to NBCC [Communication écrite]. 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). Lien externe
Fahnestock, L. A., Hines, E. M., Tremblay, R., Bradley, C., Nelson, J., Beland, T., Davaran, A., & Sizemore, J. (juillet 2014). Reserve capacity and implications for seismic collapse prevention for low-ductility braced frames in moderate seismic regions [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. 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., & Tremblay, R. (1997). Characterization tests of shapia seismic damper. (Rapport technique n° 97-02). 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., & Tremblay, R. (1995). Présentation du simulateur sismique du laboratoire de structures. (Rapport technique n° EPM-GCS-95-12). Non disponible
González Ureña, A., Tremblay, R., & Rogers, C. A. (2022). Experimental and numerical study of square HSS BIEs under cyclic loading. Engineering Structures, 252, 20 pages. Lien externe
González Ureña, A., Tremblay, R., & Rogers, C. A. (2021). Earthquake-resistant design of steel frames with intentionally eccentric braces. Journal of Constructional Steel Research, 178, 18 pages. Lien externe
Gélinas, A., Tremblay, R., & Ravaran, A. (mai 2013). Buckling response of bolted mid-connections in steel X-Bracing [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. Lien externe
Gelinas, A., Tremblay, R., & Davaran, A. (mars 2012). Seismic behaviour of steel HSS X-bracing of the conventional construction category [Communication écrite]. Structures Congress 2012, Chicago, IL, United states. Lien externe
Ghorbanirenani, I., Tremblay, R., Léger, P., & Leclerc, M. (2012). Shake table testing of slender RC shear walls subjected to eastern North America seismic ground motions. Journal of Structural Engineering, 138(12), 1515-1529. Lien externe
Gagnon, D., Léger, P., Tremblay, R., & Latendresse, V. (juillet 2010). Pile foundations modeling for seismic analysis of highway bridges located in Eastern North America [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont.. Lien externe
Ghorbanirenani, I., Tremblay, R., El-Sokkary, H., Galal, K., Léger, P., & Leclerc, M. (juillet 2010). Shake table tests and repair of ductile slender reinforced concrete shear wall [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont.. Lien externe
Guenfoud, N., Tremblay, R., & Rogers, C. A. (2010). Shear Capacity and Tension Capacity of Arc-Spot Welds for Multi-Overlap Deck Panels. Journal of Constructional Steel Research, 66(8-9), 1018-1029. Lien externe
Ghorbani-Renani, I., Velev, N., Tremblay, R., Palermo, D., Massicotte, B., & Léger, P. (2009). Modeling and testing influence of scaling effects on inelastic response of shear walls. ACI Structural Journal, 106(3), 358-367. Lien externe
Ghorbanirenani, I., Tremblay, R., Léger, P., & Palermo, D. Inelastic seismic evaluation of slender shear walls designed according to CSA-A23.3-04 and NBCC 2005 [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
Hariri, B., & Tremblay, R. (mai 2022). Effective Steel Braced Frames for Tall Building Applications in High Seismic Regions [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. Lien externe
Haddad, M., Tremblay, R., Chen, L., & Tirca, L. (mai 2015). Cracking and Fracture of HSS Braces under Cyclic Loading [Communication écrite]. 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), Crete Island, Greece. Lien externe
Hoveidae, N., Tremblay, R., Rafezy, B., & Davaran, A. (2015). Numerical investigation of seismic behavior of short-core all-steel buckling restrained braces. Journal of Constructional Steel Research, 114, 89-99. Lien externe
Haddad, M., & Tremblay, R. (2006). Influence of connection design on the inelastic seismic response of HSS steel bracing members. Tubular Structures: Welding in the World, 50(SPEC ISS), 574-581. Lien externe
Ilkhechi, M. K., Davaran, A., Lamarche, C. P., & Tremblay, R. (mai 2022). Experimental Investigation of the Diaphragm Behavior of a New Deep Steel Deck Profile with Flange and Web Stiffeners [Communication écrite]. Canadian Society of Civil Engineering Annual Conference, Whistler, BC, Canada. Lien externe
Imanpour, A., Tremblay, R., Leclerc, M., Siguier, R., Toutant, G., Balazadeh Minouei, Y., & You, S. (2022). Development and application of multi-axis hybrid simulation for seismic stability of steel braced frames. Engineering Structures, 252, 12 pages. Lien externe
Imanpour, A., Tremblay, R., Leclerc, M., & Siguier, R. (2018). Development of a Hybrid Simulation Computational Model for Steel Braced Frames. Key Engineering Materials, 763, 609-618. Lien externe
Imanpour, A., Leclerc, M., Siguier, R., & Tremblay, R. (septembre 2017). Application of hybrid simulation for the evaluation of the buckling response of steel braced frame columns [Communication écrite]. 8th European Conference on Steel and Composite Structures (EUROSTEEL 2017), Copenhagen, Denmark. Publié dans ce/papers, 1(2-3). Lien externe
Imanpour, A., & Tremblay, R. (2017). Analysis Methods for the Design of Special Concentrically Braced Frames with Three or More Tiers for In-Plane Seismic Demand. Journal of Structural Engineering (United States), 143(4), 17 pages. Lien externe
Imanpour, A., Tremblay, R., Davaran, A., Stoakes, C., & Fahnestock, L. A. (2017). Erratum to : “Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions” by Ali Imanpour, Robert Tremblay, Ali Davaran, Christopher Stoakes, and Larry A. Fahnestock. Journal of Structural Engineering, 143(5), 2 pages. Lien externe
Imanpour, A., Tremblay, R., Fahnestock, L. A., & Stoakes, C. (2016). Analysis and Design of Two-Tiered Steel Braced Frames under In-Plane Seismic Demand. Journal of Structural Engineering, 142(11). Lien externe
Imanpour, A., Lignos, D., Clifton, C., & Tremblay, R. (octobre 2016). Comparison of seismic design requirements for steel moment resisting frames with emphasis on stability of columns in North America, New Zealand, and Europe [Communication écrite]. 11th Pacific Structural Steel Conference, Shanghai, China. Non disponible
Imanpour, A., Auger, K., & Tremblay, R. (2016). Seismic design and performance of multi-tiered steel braced frames including the contribution from gravity columns under in-plane seismic demand. Advances in Engineering Software, 101(SI), 106-122. Lien externe
Imanpour, A., & Tremblay, R. (2016). Seismic Design and Response of Steel Multi-Tiered Concentrically Braced Frames in Canada. Canadian Journal of Civil Engineering, 43(10), 908-919. Lien externe
Imanpour, A., Tremblay, R., Davaran, A., Stoakes, C., & Fahnestock, L. A. (2016). Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions. Journal of Structural Engineering (United States), 142(12), 13 pages. Lien externe
Imanpour, A., Tremblay, R., & Davaran, A. (avril 2014). A new seismic design method for steel multi-tiered braced frames [Communication écrite]. Structures Congress 2014, Boston, MA, United states. Lien externe
Imanpour, A., Auger, K., & Tremblay, R. (septembre 2014). Seismic design of multi-tiered steel braced frames including the contribution from gravity columns [Communication écrite]. 12th International Conference on Computational Structures Technology, Naples, Italy. Lien externe
Imanpour, A., & Tremblay, R. (juillet 2014). Seismic performance evaluation and design of multi-tiered steel concentrically braced frames [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Lien externe
Imanpour, A., Stoakes, C., Tremblay, R., Fahnestock, L., & Davaran, A. (mai 2013). Seismic stability response of columns in multi-tiered braced steel frames for industrial applications [Communication écrite]. Structures Congress 2013: Bridging Your Passion with Your Profession, Pittsburgh, PA, United states. Lien externe
Imanpour, A., Tremblay, R., & Davaran, A. (janvier 2012). Seismic Performance of Steel Concentrically Braced Frames With Bracing Members Intersecting Columns Between Floors [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Lien externe
Izvernari, C., Lacerte, M., & Tremblay, R. (juin 2007). Seismic performance of multi-storey concentrically braced steel frames designed according to the 2005 Canadian seismic provisions [Communication écrite]. 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada. Lien externe
Jacobsen, E., & Tremblay, R. (2017). Shake-table testing and numerical modelling of inelastic seismic response of semi-rigid cold-formed rack moment frames. Thin-Walled Structures, 119, 190-210. Lien externe
Jaworski, J., Léger, P., & Tremblay, R. (juin 2014). Seismic safety assessment of pile supported long span highway bridges: non homogeneous soil conditions and multiple support excitations [Communication écrite]. IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Portugal. Lien externe
Jiang, Y., Balazadeh-Minouei, Y., Tremblay, R., Koboevic, S., & Tirca, L. (janvier 2012). Seismic Assessment of Existing Steel Braced Frames Designed in Accordance With the 1980 Canadian Code Provisions [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Non disponible
Koval, V., Christopoulos, C., & Tremblay, R. (septembre 2017). A new pulse-based E-R- method for predicting the peak seismic response of highly nonlinear bridge structures [Communication écrite]. 39th IABSE Symposium : Engineering the Future, Vancouver, BC. Lien externe
Koval, V., Christopoulos, C., & Tremblay, R. (2016). Improvements to the simplified analysis method for the design of seismically isolated bridges in CSA-s6-14. Canadian Journal of Civil Engineering, 43(10), 897-907. Lien externe
Koboevic, S., Rozon, J., & Tremblay, R. (septembre 2012). The impact of seismic response of outer beams, braces and columns on global seismic behaviour of chebron-type eccentrically braced frames [Communication écrite]. 15th World Conference on Earthquake Engineering, Lisbon, Portugal. Lien externe
Koboevic, S., Rozon, J., & Tremblay, R. (2012). Seismic performance of low-to-moderate height eccentrically braced steel frames designed for North American seismic conditions. Journal of Structural Engineering (United States), 138(12), 1465-1476. Lien externe
Khaled, A., Tremblay, R., & Massicotte, B. (2011). Combination rule for the prediction of the seismic demand on columns of regular bridges under bidirectional earthquake components. Canadian Journal of Civil Engineering, 38(6), 698-709. Lien externe
Khaled, A., Massicotte, B., & Tremblay, R. (2011). Cyclic testing of large-scale rectangular bridge columns under bidirectional earthquake components. Journal of Bridge Engineering, 16(3), 351-363. Lien externe
Khaled, A., Tremblay, R., & Massicotte, B. (2011). Effectiveness of the 30%-rule at predicting the elastic seismic demand on bridge columns subjected to bi-directional earthquake motions. Engineering Structures, 33(8), 2357-2370. Lien externe
Koboevic, S., Guilini-Charrette, K., Castonguay, P. X., & Tremblay, R. (2011). Selection and scaling of NBCC 2005 compatible simulated ground motions for nonlinear seismic analysis of low-rise steel building structures. Canadian Journal of Civil Engineering, 38(12), 1391-1403. Lien externe
Koboevic, S., Guilini-Charrette, K., Castonguay, P. X., & Tremblay, R. (juillet 2010). Influence of ground motion selection and scaling to the seismic response of building structures [Communication écrite]. 9th US National and 10 th Canadian Conference on Earthquake Engineering, Toronto, On. Canada. Lien externe
Koboevic, S., Le Bec, A., & Tremblay, R. (août 2010). Seismic behavior of reinforced concrete ductile shear walls on rocking foundations [Communication écrite]. 14th European Conference on Earthquake Engineering, Ohrid, République de Yougoslavie. Non disponible
Koboevic, S., Rozon, J., & Tremblay, R. (août 2009). Relation between global and local indicators of the performance of eccentrically braced frames under seismic loads [Communication écrite]. International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA. Lien externe
Kassis, D., & Tremblay, R. Brace fuse system for cost-effective design of low-rise steel buildings [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
Khaled, A., Tremblay, R., & Massicotte, B. (janvier 2007). Comportement des piles rectangulaires de ponts sous l'effet des mouvements sismiques multidirectionnels [Communication écrite]. 14ième Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec, Canada. Non disponible
Khaled, A., Tremblay, R., & Massicotte, B. (août 2006). Assessing the adequacy of the 30% combination rule in estimating the critical response of bridge piers under multi-directional earthquake components [Communication écrite]. 7th International Conference on Short and Medium Span Bridges, Montréal, Québec. Non disponible
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
Leroux, M., Tremblay, R., & Léger, P. (janvier 2017). A simplified method for preliminary assessment of seismic forces in isolated highway bridges with massive piers [Communication écrite]. 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (9 pages). Lien externe
Luu, H., Léger, P., & Tremblay, R. (juillet 2015). Seismic evaluation of RC shear wall buildings subjected to high frequency content earthquakes [Communication écrite]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages). Non disponible
Luabeya-Mukendi, P., Léger, P., & Tremblay, R. (juillet 2015). Selection scaling and application of ground motion records to assess the nonlinear seismic performance of buildings located in Eastern North America [Communication écrite]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages). Non disponible
Luu, H., Léger, P., & Tremblay, R. (2014). Seismic demand of moderately ductile reinforced concrete shear walls subjected to high-frequency ground motions. Canadian Journal of Civil Engineering, 41(2), 125-135. Lien externe
Luu, H., Léger, P., & Tremblay, R. (juin 2014). Seismic shear demand of moderately ductile RC shear walls considering higher mode effects [Communication écrite]. IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Portugal. Non disponible
Luu, H., Ghorbanirenani, I., Léger, P., & Tremblay, R. (2013). Numerical modeling of slender reinforced concrete shear wall shaking table tests under high-frequency ground motions. Journal of Earthquake Engineering, 17(4), 517-542. Lien externe
Leclerc, M., & Tremblay, R. (2013). Pull tests on aquadis faucet plastic inlets. (Rapport technique n° ST13-04). Non disponible
Luu, H., Léger, P., & Tremblay, R. (mai 2013). Seismic behaviour of moderately ductile shear walls located in Eastern North America [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. Lien externe
Leclerc, M., Molinari, M., Bouaanani, N., Tremblay, R., Léger, P., & Bursi, O. (juin 2011). Effective strategies for real time hybrid simulation of near seismic collapse response of moment resisting frames [Communication écrite]. American Control Conference, ACC 2011, San Francisco, California, USA. Lien externe
Lamarche, C., & Tremblay, R. (2011). Seismically induced cyclic buckling of steel columns including residual-stress and strain-rate effects. Journal of Constructional Steel Research, 67(9), 1401-1410. Lien externe
Luu, H. Q., Ghorbanirenani, I., Léger, P., & Tremblay, R. (juillet 2011). Structural dynamics of slender ductile reinforced concrete shear walls [Communication écrite]. 8th International Conference on Structural Dynamics, EURODYN 2011, Leuven, Belgium. Non disponible
Lamarche, C. P., Tremblay, R., Léger, P., Leclerc, M., & Bursi, O. S. (2010). Comparison Between Real-Time Dynamic Substructuring and Shake Table Testing Techniques for Nonlinear Seismic Applications. Earthquake Engineering & Structural Dynamics, 39(12), 1299-1320. Lien externe
Léger, P., Kervégant, G., & Tremblay, R. (juillet 2010). Incremental dynamic analysis of nonlinear structures : selection of input ground motions [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, ON, Canada. Lien externe
Lamarche, C. P., Bonelli, A., Bursi, O. S., & Tremblay, R. (2009). A Rosenbrock-W method for real-time dynamic substructuring and pseudo-dynamic testing. Earthquake Engineering and Structural Dynamics, 38(9), 1071-1092. Lien externe
Lamarche, C. P., & Tremblay, R. (avril 2008). Accounting for residual stresses in the seismic stability of nonlinear beam-column elements with cross-section fiber discretization [Communication écrite]. 2008 Annual Stability Conference. Lien externe
Lamarche, C.-P., Leclerc, M., Tremblay, R., Léger, P., Bouaanani, N., Koboevic, S., & Bursi, O. (octobre 2008). Comparison between real time nonlinear seismic hybrid and shake table testing techniques [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Léger, P., & Tremblay, R. (octobre 2008). Earthquake ground motions for seismic damage assessment and re-evaluation of existing buildings and critical facilities [Communication écrite]. NATO Advanced Research Workshop on Damage assessment and reconstruction after natural disasters and military activities, Sarajevo, Bosnia and Herzegovinia. Non disponible
Lacerte, M., & Tremblay, R. (2007). Reply to the Discussion by Richard Redwood and Patrick Paultre on "Making Use of Brace Overstrength to Improve the Seismic Response of Multistorey Split-X Concentrically Braced Steel Frames". Canadian Journal of Civil Engineering, 34(5), 688-689. Lien externe
Li, X., Massicotte, B., & Tremblay, R. (janvier 2006). Effets des basses températures sur la performance de renforcements sismiques de piles de ponts par matériau composites externes [Communication écrite]. Treizième Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec, Canada. Non disponible
Lacerte, M., & Tremblay, R. (2006). Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames. Canadian Journal of Civil Engineering, 33(8), 1005-1021. Lien externe
Moammer, O., Imanpour, A., & Tremblay, R. (mai 2022). Seismic Behaviour of Steel Wide-Flange Columns in Ductile Moment-Resisting Frames Considering Base Plate Flexibility [Communication écrite]. Canadian Society of Civil Engineering Annual Conference, Whistler, BC, Canada. Lien externe
Mottier, P., Tremblay, R., & Rogers, C. (2021). Seismic behaviour of multi-storey gravity-controlled rocking braced-frame buildings including floor vertical response. Journal of Constructional Steel Research, 182, 13 pages. Lien externe
Mottier, P., Tremblay, R., & Rogers, C. (2021). Shake table test of a two-story steel building seismically retrofitted using gravity-controlled rocking braced frame system. Earthquake Engineering & Structural Dynamics, 50(6), 1576-1594. Lien externe
Mottier, P., Tremblay, R., & Rogers, C. A. (2018). Shake table test of a half-scale 2-storey steel building seismically retrofitted using rocking braced frame system. Key Engineering Materials, 763, 466-474. Lien externe
Mao, Y., Tremblay, R., Léger, P., & Li, J. (2017). New Simplified Method for Designing Seismically Isolated Highway Bridges with Massive Piers. Journal of Bridge Engineering, 22(8). Disponible
Mottier, P., Tremblay, R., & Rogers, C. (2017). Seismic retrofit of low-rise steel buildings in Canada using rocking steel braced frames. Earthquake Engineering & Structural Dynamics, 47(2), 333-355. Lien externe
Moreau, R., Rogers, C. A., & Tremblay, R. (juillet 2014). Inelastic performance of the "Modified-Hidden-Gap" connection for square HSS brace members [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Lien externe
Mitchell, D., Huffman, S., Tremblay, R., Saatcioglu, M., Palermo, D., Tinawi, R., & Lau, D. (2013). Damage to bridges due to the 27 February 2010 Chile earthquake. Canadian Journal of Civil Engineering, 40(8), 675-692. Lien externe
Moreau, R., Rogers, C., & Tremblay, R. (mai 2013). Experimental testing of conventional HSS slotted tube-to-gusset plate connections loaded under static and dynamic strain rates [Communication écrite]. Canadian Society for Civil Engineering, CSCE 2013. Annual Conference, Montréal, Québec. Lien externe
Mirzaei, A., Rogers, C. A., & Tremblay, R. (septembre 2013). Finite element modelling of shear tab connections including damage simulation [Communication écrite]. 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa. Non disponible
Mirzaei, A., Rogers, C. A., & Tremblay, R. (mai 2013). Full-scale testing of shear tab connections subjected to combined axial and shear forces [Communication écrite]. Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. Lien externe
Massarelli, R., Franquet, J. E., Shrestha, K., Tremblay, R., & Rogers, C. A. (2012). Seismic Testing and Retrofit of Steel Deck Roof Diaphragms for Building Structures. Thin-Walled Structures, 61, 239-247. Lien externe
Massarelli, R., Franquet, J., Shrestha, K., Tremblay, R., & Rogers, C. A. (septembre 2011). Dynamic tests of 0.76 to 1.21 mm steel deck diaphragms for single-storey buildings [Communication écrite]. 6th International Conference on Thin Walled Structures, Timisoara, Romania. Non disponible
Mansour, N., Christopoulos, C., & Tremblay, R. (2011). Experimental validation of replaceable shear links for eccentrically braced steel frames. Journal of Structural Engineering, 137(10), 1141-1152. Lien externe
Marosi, M., D'Aronco, M., Tremblay, R., & Rogers, C. A. (août 2011). Multi-row bolted beam to column shear tab connections [Communication écrite]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Non disponible
Mitchell, D., Paultre, P., Tinawi, R., Saatcioglu, M., Tremblay, R., Elwood, K., Adams, J., & Devall, R. (2010). Evolution of Seismic Design Provisions in the National Building Code of Canada. Canadian Journal of Civil Engineering, 37(9), 1157-1170. Lien externe
Mansour, N., Shen, Y., Christopoulos, C., & Tremblay, R. (octobre 2008). Cyclic experimental evaluation of nonlinear replaceable links in eccentrically braced frames and moment resisting frames [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Mastrogiuseppe, S., Rogers, C. A., Tremblay, R., & Nedisan, C. D. (2008). Influence of Nonstructural Components on Roof Diaphragm Stiffness and Fundamental Periods of Single-Storey Steel Buildings. Journal of Constructional Steel Research, 64(2), 214-227. Lien externe
Martinez-Saucedo, G., Tremblay, R., & Packer, J. A. (octobre 2008). Seismic response of circular hollow section braces with slotted end connections [Communication écrite]. 12th International Symposium on Tubular Structures, Shanghai, China. Lien externe
Mastrogiuseppe, S., Rogers, C. A., Tremblay, R., & Nedisan, C. D. (octobre 2006). Influence of Non-Structural Components on Roof Diaphragm Stiffness of Single-Storey Steel Buildings [Communication écrite]. 18th International Specialty Conference on Cold Formed Steel Structures, Orlando, Florida. Lien externe
Merzoug, S., & Tremblay, R. (avril 2006). Sismic Design of Dual Concentrically Braced Steel Frames for Stable Sismic Performance for Multi-Storey Buildings [Communication écrite]. 8th U.S. National Conference on Earthquake Engineering, San Francisco, CA. Non disponible
Mitchell, D., Tremblay, R., Karacabeyli, E., Paultre, P., Saatcioglu, M., & Anderson, D. L. (2004). Discussion of: "Seismic force modification factors for the proposed 2005 edition of the National Building Code of Canada". Authors' reply. Canadian Journal of Civil Engineering, 31(2), 393-396. Lien externe
Mitchell, D., Tremblay, R., Karacabeyli, E., Paultre, P., Saatcioglu, M., & Anderson, D. L. (2004). Reply to the Discussion by K.a. Harries on "Seismic Force Modification Factors for the Proposed 2005 Edition of the National Building Code of Canada". Canadian Journal of Civil Engineering, 31(2), 395-396. Lien externe
Mitchell, D., Tremblay, R., Karacabeyli, E., Paultre, P., Saatcioglu, M., & Anderson, D. L. (2003). Seismic Force Modification Factors for the Proposed 2005 Edition of the National Building Code of Canada. Canadian Journal of Civil Engineering, 30(2), 308-327. Lien externe
Mazzolani, F. M., & Tremblay, R. (2000). 3rd International Conference on the Behaviour of Steel Structures in Seismic Areas (STELLA 2000). Lien externe
Mitchell, D., & Tremblay, R. (2000). Essais sur les appareils d'appui du pont d'étagement du boulevard du Souvenir, Laval, Québec. (Rapport technique n° EPM-GCS-2000-13). Non disponible
Mitchell, D., Devall, R. H., Saatcioglu, M., Simpson, R., Tinawi, R., & Tremblay, R. (1995). Damage to concrete structures due to the 1994 northridge earthquake. Canadian Journal of Civil Engineering, 22(2), 361-377. Lien externe
Nelson, J., Davaran, A., Beland, T., Bradley, C., Hines, E. M., Tremblay, R., & Fahnestock, L. A. (avril 2014). Cyclic experimental behavior of angles and applications for connection design and modeling [Communication écrite]. Structures Congress 2014, Boston, MA, United states. Lien externe
Nedisan, C., Tremblay, R., & Rogers, C. (2001). Seismic design of single-storey steel structures - comparative study of base shears: NBC1995 vs NBC2004. (Rapport technique). Non disponible
Pietraszek, P., Léger, P., & Tremblay, R. (mai 2013). Pile foundation modelling for seismic analysis of highway bridges using the beam on a nonlinear Winkler foundation approach [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. Lien externe
Packer, J. A., Chiew, S. P., Tremblay, R., & Martinez-Saucedo, G. (2010). Effect of Material Properties on Hollow Section Performance. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 163(6), 375-390. Lien externe
Panneton, M., Léger, P., & Tremblay, R. (2006). Inelastic analysis of a reinforced concrete shear wall building according to the National Building Code of Canada 2005. Canadian Journal of Civil Engineering, 33(7), 854-871. Lien externe
Paultre, P., Proulx, J., Ventura, C., Tremblay, R., Rogers, C., Lamarche, C.-P., & Turek, M. (janvier 2004). Experimental investigation of low-rise steel buildings for efficient seismic design [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Lien externe
Poncet, L., & Tremblay, R. (janvier 2004). Influence of mass irregularity on the seismic design and performance of multi-storey braced steel frames [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Lien externe
Peuler, M., Rogers, C. A., & Tremblay, R. (janvier 2002). Inelastic response of arc-spot welded deck-to-frame connections for steel roof deck diaphragms [Communication écrite]. 16th international specialty conference on cold formed steel structures, Orlando, FL. Lien externe
Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2023). 3D response simulation of a bridge with a posttensioned base rocking steel pier under sequential loading of traffic loads, braking force, and earthquake excitations. Earthquake Engineering & Structural Dynamics, 52(9), 2830-2851. Lien externe
Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2023). Cyclic Response of Buckling-Restrained Stainless Steel Energy Dissipating Bars. I: Experimental Investigations. Journal of Engineering Mechanics, 149(4), 14 pages. Lien externe
Rahmzadeh, A., Tremblay, R., & Alam, M. S. (2023). Cyclic Response of Buckling-Restrained Stainless Steel Energy Dissipating Bars. II: Finite Element Investigations. Journal of Engineering Mechanics, 149(4), 12 pages. Lien externe
Rahmzadeh, A., Alam, M. S., & Tremblay, R. (mai 2021). Characterization of the Lateral Response of Base Rocking Steel Bridge Piers [Communication écrite]. CSCE annual Conference 2021. Lien externe
Rahmzadeh, A., Tremblay, R., & Alam, M. S. (2022). Finite-element simulation of the lateral response of posttensioned base rocking steel bridge piers. Journal of Structural Engineering, 148(9), 18 pages. Lien externe
Rudman, A., Tremblay, R., & Rogers, C. A. (2021). Conventional I-shape brace member bolted connections under seismic loading: Laboratory study. Journal of Constructional Steel Research, 184, 15 pages. Lien externe
Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2021). Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers. Journal of Structural Engineering, 147(12), 18 pages. Lien externe
Rahmzadeh, A., Hossain, F., Islam, K., Alam, M. S., & Tremblay, R. (juin 2019). Numerical investigation of the lateral response of single and double controlled rocking steel bridge piers [Communication écrite]. Canadian Society for Civil Engineering Annual Conference (CSCE 2019), Laval, QC, Canada. Lien externe
Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2018). Analytical Prediction and Finite-Element Simulation of the Lateral Response of Rocking Steel Bridge Piers with Energy-Dissipating Steel Bars. Journal of Structural Engineering (United States), 144(11), 15 pages. Lien externe
Roy, J., Tremblay, R., & Léger, P. (2015). Torsional effects in symmetrical steel buckling restrained braced frames: evaluation of seismic design provisions. Earthquakes and Structures, 8(2), 423-442. Lien externe
Roufegarinejad, A., & Tremblay, R. (janvier 2012). Finite Element Modeling of the Inelastic Cyclic Response and Fracture Life of Square Tubular Steel Bracing Members Subjected to Seismic Inelastic Loading [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Non disponible
Richard, J., Koboevic, S., & Tremblay, R. (2011). Seismic design and response of crane-supporting and heavy industrial steel structures. Engineering Journal, 48(3), 205-224. Lien externe
Richard, J., Koboevic, S., & Tremblay, R. (mai 2011). Seismic design and response of heavy industrial steel buildings [Communication écrite]. 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2011), Corfu, Greece. Non disponible
Richard, J., Koboevic, S., & Tremblay, R. (septembre 2011). Seismic response of irregular industrial steel buildings [Communication écrite]. 6th European Workshop on the seismic behaviour of irregular and complex structures, Technion, Haifa, Israel. Lien externe
Rogers, C. A., & Tremblay, R. (2010). Impact of diaphragm behavior on the seismic design of low-rise steel buildings. Engineering Journal, 47(1), 21-36. Lien externe
Richard, J., Tremblay, R., Koboevic, S., & MacCrimmon, R. A. (août 2009). Seismic analysis and design approaches for crane-supporting steel structures [Communication écrite]. International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA. Lien externe
Rogers, C., & Tremblay, R. Impact of diaphragm behaviour on the seismic design of low-rise steel buildings [Communication écrite]. North American Steel Construction Conference, Nashville, TN. Lien externe
Rozon, J., Koboevic, S., & Tremblay, R. (octobre 2008). Study of global behaviour of eccentrically braced frames in response to seismic loads [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Rogers, C. A., Tremblay, R., Yang, W., & Martin, E. (janvier 2004). Ductile design of steel roof deck diaphragms for earthquake resistance [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Lien externe
Rogers, C. A., & Tremblay, R. (2003). Inelastic Seismic Response of Frame Fasteners for Steel Roof Deck Diaphragms. Journal of Structural Engineering, 129(12), 1647-1657. Lien externe
Rogers, C. A., & Tremblay, R. (2003). Inelastic Seismic Response of Side Lap Fasteners for Steel Roof Deck Diaphragms. Journal of Structural Engineering, 129(12), 1637-1646. Lien externe
Rogers, C., & Tremblay, R. (janvier 2000). Evaluation of steel roof diaphragm sidelap connections subjected to seismic loading [Communication écrite]. 7th International Symposium on Structural Failure and Plasticity (IMPLAST 2000), Melbourne, Australia. Lien externe
Rogers, C., & Tremblay, R. (2000). Inelastic seismic response of frame and sidelap fasteners for steel roof decks. (Rapport technique n° 00-09). Non disponible
Rogers, C., & Tremblay, R. (août 2000). Inelastic seismic response of frame fasteners for steel roof decks [Communication écrite]. STESSA 2000 conf, Montréal, Québec. Lien externe
Robert, N., & Tremblay, R. (janvier 2000). Seismic design and behaviour of chevron steel braced frames [Communication écrite]. 12th world conf. on earthquake eng, Auckland, NZ. Lien externe
Rezai, M., Prion, H., Tremblay, R., Bouatay, N., & Tiler, P. (août 2000). Seismic performance of brace fuse elements for concentrically braced frames [Communication écrite]. STESSA 2000 conf, Montréal, Québec. Lien externe
Robert, N., & Tremblay, R. (janvier 1998). Earthquake induced forces in tension-only concentrically braced steel frames [Communication écrite]. 6th U.S. nat. conf. on nearthquake eng, Seattle, USA. Non disponible
Sizemore, J., Davaran, A., Fahnestock, L., Tremblay, R., & Hines, E. (avril 2014). Seismic behavior of low-ductility concentrically-braced frames [Communication écrite]. Structures Congress 2014, Boston, Mass., USA. Lien externe
Saatcioglu, M., Palermo, D., Ghobarah, A., Mitchell, D., Simpson, R., Adebar, P., Tremblay, R., Ventura, C., & Hong, H. (2013). Performance of reinforced concrete buildings during the 27 February 2010 Maule (Chile) earthquake. Canadian Journal of Civil Engineering, 40(8), 693-710. Lien externe
Saatcioglu, M., Tremblay, R., Mitchell, D., Ghobarah, A., Palermo, D., Simpson, R., Adebar, P., Ventura, C., & Hong, H. (2013). Performance of steel buildings and nonstructural elements during the 27 February 2010 Maule (Chile) Earthquake. Canadian Journal of Civil Engineering, 40(8), 722-734. Lien externe
Shen, Y., Christopoulos, C., Mansour, N., & Tremblay, R. (2011). Seismic design and performance of steel moment-resisting frames with nonlinear replaceable links. Journal of Structural Engineering, 137(10), 1107-1117. Lien externe
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
Sideris, P., Filiatrault, S., Leclerc, M., & Tremblay, R. (octobre 2008). Experimental performance evaluation of inclined shelving for steel pallet type storage racks [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Salvatore, W., Braconi, A., Bursi, O. S., & Tremblay, R. (janvier 2004). Modelling of a partial-strength beam-to-column joint for high ductile steel-concrete composite frames [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Lien externe
Tremblay, R., & Davaran, A. (2020). Design of Bolted Single Shear Lap Connection with Different Thicknesses of Splice Plates. Journal of Structural Engineering (United States), 146(3), 11 pages. Lien externe
Tremblay, R., & Faraji, K. (septembre 2019). Multi-story truss moment frames equipped with friction dampers and self-centering system for enhanced seismic performance [Communication écrite]. 20th IABSE Congress, New York City 2019: The Evolving Metropolis, New York City, NY, United states. Publié dans Report (IABSE Symposium), 115. Lien externe
Tremblay, R., Daneshvar, P., Dehghani, M., Léger, P., & Bouaanani, N. (juillet 2018). Guidelines for the selection and scaling of ground motion time histories for performance-based seismic design of bridges in accordance with CSA S6-14 [Communication écrite]. 10th International Conference on Short and Medium Span Bridges, Québec, QC. Non disponible
Tirca, L., Serban, O., Tremblay, R., Jiang, Y., & Chen, L. (2018). Seismic Design, Analysis and Testing of a Friction Steel Braced Frame System for Multi-Storey Buildings in Vancouver. Key Engineering Materials, 763, 1077-1086. Lien externe
Toutant, G., Minouei, Y. B., Imanpour, A., Koboevic, S., & Tremblay, R. (avril 2017). Stability of Steel Columns in Steel Concentrically Braced Frames Subjected to Seismic Loading [Communication écrite]. Structures Congress 2017, Denver, CO, USA. Lien externe
Tremblay, R., Dehghani, M., Fahnestock, L., Herrera, R., Canales, M., Clifton, C., & Hamid, Z. (2016). Comparison of seismic design provisions for buckling restrained braced frames in Canada, United States, Chile, and New Zealand. Structures, 8, 183-196. Lien externe
Tremblay, R., Mottier, P., & Rogers, C. (juin 2016). Seismic retrofit of existing low-rise steel buildings in eastern Canada using rocking braced frame system [Communication écrite]. Canadian Society for Civil Engineering Annual Conference 2016 : Resilient Infrastructure, London, ON, Canada. Non disponible
Tirca, L., Chen, L., & Tremblay, R. (2015). Assessing collapse safety of CBF buildings subjected to crustal and subduction earthquakes. Journal of Constructional Steel Research, 115, 47-61. Lien externe
Tremblay, R., Atkinson, G., Bouaanani, N., Daneshvar, P., Léger, P., & Koboevic, S. (juillet 2015). Selection and scalling of ground motion time histories for seismic analysis using NBCC 2015 [Communication écrite]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages). Non disponible
Trudel-Languedoc, S., Tremblay, R., & Rogers, C. A. (juillet 2014). Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Lien externe
Tremblay, R., Mitchell, D., & Tinawi, R. (2013). Damage to industrial structures due to the 27 February 2010 Chile earthquake. Canadian Journal of Civil Engineering, 40(8), 735-749. Lien externe
Tremblay, R., Willem, X., & Leclerc, M. (2013). Essais de qualification à basse température de rototypes d'isolateurs sismique Mageba - Échangeur sud du Pont Pierre-Laporte, Lévis, QC. (Rapport technique n° ST13-01). Non disponible
Tremblay, R., & Bouaanani, N. (2013). Rentabilité potentielle de l'utilisation d'équipements parasismiques au Ministère des transports pour des ponts à travées multiples - Projet no. R58.1 - Rapport d'étape no. 3 - Simulations hybrides et numériques de ponts équipés d'isolateurs sismiques à friction d'amortisseurs visqueux et de transmetteurs de chocs sismiques. (Rapport technique n° GRS SR13-06). Non disponible
Tapia, H., Tena, A. C., & Tremblay, R. (2013). Rigidez lateral, resistencia y balance de cargas en marcos de acero contraventeados. Revista Internacional de ingenieria de estructuras, 18(1), 1-23. Non disponible
Tremblay, R., Davaran, A., & Gelinas, A. (mai 2013). Stability of x-bracing systems with traditional bolted connections [Communication écrite]. Structures Congress 2013: Bridging Your Passion with Your Profession, Pittsburgh, PA, United states. Lien externe
Tremblay, R., & Christopoulos, C. (2012). Self-centering energy dissipative brace apparatus with tensioning elements. (Brevet no US8250818). Lien externe
Tremblay, R., & Koval, V. (2011). Essai de chargement sur 13 poutrelles à treillis en acier - Toiture du centre commercial Galeries Rive-Nord, Repentigny, QC. (Rapport technique n° ST11-03). Non disponible
Tremblay, R., & Willem, X. (2011). Essais de compression sur 14 colonnes d'aluminum distribuée par Colonial Elegance. (Rapport technique n° ST11-02-F). Non disponible
Tremblay, R. (juin 2011). Evolution of the Canadian seismic design provisions for steel structures since 1989 [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2011, CSCE 2011, Ottawa, ON, Canada. Lien externe
Tremblay, R., St-Onge, E., Rogers, C. A., Morrison, T., Légeron, F., Desjardins, E., Tirca, L., Gray, M. G., Christopoulos, C., & Packer, J. (août 2011). Overview of ductile seismic brace fuse systems in Canada [Communication écrite]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Non disponible
Tremblay, R., & Rogers, C. A. (2011). Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms - a Canadian perspective. Steel Construction - Design and Research, 4(4), 242-250. Lien externe
Tremblay, R., & Rogers, C. A. (septembre 2011). Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms : a Canadian perspective [Communication écrite]. 6th International Conference on Thin Walled Structures, Timisoara, Romania. Non disponible
Tremblay, R., & Leclerc, M. (2011). Seismic testing of tibertral wall panels. (Rapport technique n° ST11-06). Non disponible
Tremblay, R., & Elghazouli, A. (août 2011). Steel concentrically braced frames : Comparison between Canadian and Europan seismic design provisions [Communication écrite]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Non disponible
Tremblay, R., Castonguay, P. X., Guilini-Charrette, K., & Koboevic, S. (mai 2010). Seismic force demand on brace connections of conventional construction braced steel frames designed according to Canadian seismic provisions [Communication écrite]. Structures Congress 2010 (ASCE), Orlando, Florida, USA. Lien externe
Tremblay, R., Bouaanani, N., Dion, C., Lamarche, C.-P., & Leclerc, M. (mai 2010). Simulations hybrides en temps réel sur ponts équipés de systèmes de protection sismique fabriqués au Québec [Communication écrite]. 17e Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec. Non disponible
Tremblay, R., Léger, P., Rogers, C., Bouaanani, N., Massicotte, B., Khaled, A., & Lamarche, C.-P. (octobre 2009). Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques [Communication écrite]. 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco, California. Lien externe
Tremblay, R., Castonguay, P. X., Guilini-Charette, K., & Koboevic, S. (avril 2009). Seismic performance of conventional construction braced steel frames designed according to canadian seismic provisions [Communication écrite]. Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role, Austin, TX, United states. Lien externe
Tremblay, R., Rogers, C., Lamarche, C.-P., Nedisan, C., Franquet, J., Masarelli, R., & Shrestha, K. (octobre 2008). Dynamic seismic testing of large size steel deck diaphragm low-rise building applications [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R., Haddad, M., Martinez, G., Richard, J., & Moffatt, K. (octobre 2008). Inelastic cyclic testing of large size steel bracing members [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R. (avril 2008). Influence of brace slenderness on the fracture life of rectangular tubular steel bracing members subjected to seismic inelastic loading [Communication écrite]. ASCE Structures Congress, Vancouver, B.C.. Lien externe
Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., René, V., Fronteddu, L., & Rivest, S. (octobre 2008). Innovative viscously damped rocking braced steel frames [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R., Packer, J. A., Christopoulos, C., & De Oliveira, J.-C. (2008). Quasi-static cyclic testing of individual full-scale circular steel tubular braces equipped with cast connex high-strength connectors. (Rapport technique n° SR08-05). Non disponible
Tremblay, R., Ghorbanirenami, I., Velev, N., Léger, P., Leclerc, M., Koboevic, S., Bouaanani, N., Galal, K., & Palermo, D. (octobre 2008). Seismic response of multi-storey reinforced concrete walls subjected to eastern North America high frequency ground motions [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R., Lacerte, M., & Christopoulos, C. (2008). Seismic Response of Multistory Buildings With Self-Centering Energy Dissipative Steel Braces. Journal of Structural Engineering-Asce, 134(1), 108-120. Lien externe
Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., Fronteddu, L., & Rivest, S. Seismic response of viscously damped rocking braced steel frames for building structures [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
Tremblay, R., & Poncet, L. (2007). Improving the seismic stability of concentrically braced steel frames. Engineering Journal, 44(2), 103-116. Lien externe
Tremblay, R., Christopoulos, C., Kim, H.-J., & Lacerte, M. (juin 2007). An innovative bracing member system with self-centering capabilities for improved seismic performance [Communication écrite]. 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada. Lien externe
Tremblay, R. (janvier 2007). Seismic design of steel structures according to canadian codes [Communication écrite]. 9th International Symposium on Steel Structures, San Luis Potosi, Mexico. Non disponible
Tremblay, R., & Christopoulos, C. (avril 2007). Self centering energy dissipating (SCED) seismic bracing [Communication écrite]. North american Steel Construction Conference, Nashville, TN. Lien externe
Tremblay, R., & Mitchell, D. (2006). Collapse During Construction of a Precast Girder Bridge. Journal of Performance of Constructed Facilities, 20(2), 113-125. Lien externe
Tremblay, R., Bolduc, P., Neville, R., & DeVall, R. (2006). Seismic testing and performance of buckling restrained bracing systems. Canadian Journal of Civil Engineering, 33(2), 183-198. Lien externe
Tremblay, R., Merzouq, S., Izvernari, C., & Alexieva, K. (2005). Application of the equivalent static force procedure for the seismic design of multistorey buildings with vertical mass irregularity. Canadian Journal of Civil Engineering, 32(3), 561-568. Lien externe
Tremblay, R., & Merzouq, S. Assessment of seismic designforces in dual buckling restrained braced steel frames [Communication écrite]. 1st International Workshop on Advances in Steel Constructions, Ischia, Italy. Non disponible
Tremblay, R. (2005). Fundamental periods of vibration of braced steel frames for seismic design. Earthquake Spectra, 21(3), 833-860. Lien externe
Tremblay, R., & Rogers, C. (2005). Impact of capacity design provisions and period limitations on the seismic design of low-rise steel buildings. International Journal of Steel Structures, 5(1), 1-22. Non disponible
Tremblay, R., & Rogers, C. Influence of seismic design requirements and building period on the design of low-rise steel buildings [Communication écrite]. 4th International Conference on Advances in Steel Structures, Shanghai, China. Lien externe
Tremblay, R., Velev, N., Merzouq, S., Blais, C., Leclerc, M., Léger, P., Massicotte, B., & Rogers, C. Multi-purpose earthquake simulation testing set-up for seismic force resisting systems of multi-storey buildings [Communication écrite]. 1st International conference on Advances in Experimental Structural Engineering, Nagoya, Japan. Non disponible
Tremblay, R., & Poncet, L. (2005). Seismic performance of concentrically braced steel frames in multistory buildings with mass irregularity. Journal of Structural Engineering, 131(9), 1363-1375. Lien externe
Tremblay, R., Martin, E., Yang, W., & Rogers, C. A. (2004). Analysis, Testing and Design of Steel Roof Deck Diaphragms for Ductile Earthquake Resistance. Journal of Earthquake Engineering, 8(5), 775-816. Lien externe
Tremblay, R., & Merzouq, S. (janvier 2004). Dual buckling restrained braced steel frames for enhanced seismic response [Communication écrite]. Passive control symposium 2004, Japon. Non disponible
Tremblay, R., & Poncet, L. (janvier 2004). Improving the seismic stability of concentrically braced steel frames [Communication écrite]. 2004 SSRC annual technical session & meeting, Structural stability research council, Long Beach, CA. Non disponible
Tirca, L., & Tremblay, R. (janvier 2004). Influence of building height and ground motion type on the seismic behaviour of zipper concentrically braced steel frames [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Lien externe
Tremblay, R., Ben Ftima, M., & Sabelli, R. (janvier 2004). An innovative bracing configuration for improved seismic response [Communication écrite]. recent advances and new trends in structural design international colloquium, Timisoara, Romania. Non disponible
Tremblay, R. (janvier 2004). New canadian seismic design provisions for steel structures [Communication écrite]. 7th pacific structural steel conference, Long Beach, CA. Non disponible
Tremblay, R., Poncet, L., Bolduc, P., Neville, R., & DeVall, R. (janvier 2004). Testing and design of buckling restrained braces for canadian application [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Lien externe
Tremblay, R. (2003). Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames. Engineering Journal, 40(2), 111-129. Lien externe
Tremblay, R., & Tirca, L. (juin 2003). Behaviour and Design of Multi-Storey Zipper Concentrically Braced Steel Frames for the Mitigation of Soft-Storey Response [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. Lien externe
Tremblay, R., Tirca, L., Bouchereau, R., Toupin, J. D., & Massicotte, B. (juin 2003). Flexural Demand on Partially-Encased Composite Columns in Multi-Storey Concentrically Braced Steel Frames [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. Lien externe
Tremblay, R., Martin, E., & Rogers, C. (juin 2003). Performance of Steel Roof Deck Diaphragms Under Simulated Earthquake Loading [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. Lien externe
Tremblay, R., Archambault, M. H., & Filiatrault, A. (2003). Seismic Response of Concentrically Braced Steel Frames Made With Rectangular Hollow Bracing Members. Journal of Structural Engineering, 129(12), 1626-1636. Lien externe
Tremblay, R., Rogers, C. A., & Nedisan, C. Seismic Torsional Response of Single-Storey Steel Structures With Flexible Roof Diaphragms [Communication écrite]. Advances in Structures, Vols 1 and 2. Lien externe
Tremblay, R., Rogers, C., Essa, H., & Martin, É. (janvier 2002). Dissipating seismic input energy in low-rise steel buildings through inelastic deformations in the metal roof deck diaphragm [Communication écrite]. 4th CSCE structural specialty conference, Montréal, Québec. Non disponible
Tremblay, R. (2002). Down aisle testing of rack structures strengthened with damotech base systems. (Rapport technique n° 02-38). Non disponible
Tremblay, R. (2002). Essais de développement d'un transmetteur de chocs sismiques. (Rapport technique n° 02-11). Non disponible
Tremblay, R. (2002). Étude préliminaire du comportement sismique d'un contreventement en acier de type Split-X construit avec diagonales en tension seulement. (Rapport technique). Non disponible
Tinawi, R., Tremblay, R., & Degrange, G. (2002). Évaluation de la performance d'un poutrage métallique soumis à des chutes d'objets. (Rapport technique n° P2807/ST02-13). Non disponible
Tremblay, R. (2002). EWR newark parking structure in lot E - cyclic testing on beam-to-column moment connections. (Rapport technique n° EPM-GCS-2002-01). Non disponible
Tremblay, R. (2002). Inelastic Seismic Response of Steel Bracing Members. Journal of Constructional Steel Research, 58(5-8), 665-701. Lien externe
Tremblay, R., & Lacerte, M. (janvier 2002). Influence of the properties of bracing members on the seismic response of concentrically braced steel frames [Communication écrite]. 12th european conference earthquake engineering, London, England. Non disponible
Tremblay, R., & Bouatay, N. (janvier 2002). Loading protocols for the seismic testing of ductile bracing members in concentrically braced steel frames [Communication écrite]. 12th european conference earthquake engineering, London, England. Non disponible
Tremblay, R. (2002). Push-out tests on steel member - concrete floor assemblies for composite action. (Rapport technique n° 01-15). Non disponible
Tremblay, R., Rogers, C., & Nedisan, C. (janvier 2002). Use of uniform hazard spectrum and computed period in the seismic design of single-storey steel structures [Communication écrite]. 7th U.S. national conference on earthquake engineering, Boston, MA. Non disponible
Tremblay, R., Rogers, C. A., Gignac, P., & Degrange, G. (janvier 2002). Variables affecting the shear-bond resistance of composite floor deck systems [Communication écrite]. 16th international specialty conference on cold formed steel structures, Orlando, FL. Lien externe
Tremblay, R., & Atkinson, G. M. (2001). Comparative study of the inelastic seismic demand of eastern and Western Canadian sites. Earthquake Spectra, 17(2), 333-358. Lien externe
Tremblay, R. (2001). Conception parasismique, Ch. 4. Dans Code canadien sur le calcul des ponts routiers . Non disponible
Tremblay, R. (2001). Effets du décalage en cisaillement sur la résistance en traction des membrures d'âme de poutrelles à treillis en acier. (Rapport technique n° 01-03). Non disponible
Tremblay, R. (2001). Effondrement partiel de la charpente d'acier d'un entrepôt à Brossard, Québec. (Rapport technique). Non disponible
Tremblay, R. (2001). Essais de cisaillement sur diaphragmes de toit en acier munis d'un dispositif de renfort. (Rapport technique n° 01-01). Non disponible
Tremblay, R. (2001). Essais de flexion sur poutres de bois. (Rapport technique n° 01-04). Non disponible
Tremblay, R. (2001). EWR newark parking structure in Lot E - compressions tests on beam-to-column moment connections. (Rapport technique n° EPM-GCS-2001-15). Non disponible
Tremblay, R., Léger, P., & Tu, J. (2001). Inelastic Seismic Response of Concrete Shear Walls Considering P-Delta Effects. Canadian Journal of Civil Engineering, 28(4), 640-655. Lien externe
Tremblay, R., & Degrange, G. (2001). Qualification tests on JDS uniphase ITU, OC48WS , and OTS shelf units according to GR-63-CORE generic requirements. (Rapport technique n° 01-12). Non disponible
Tremblay, R. (2001). Seismic Behavior and Design of Concentrically Braced Steel Frames. Engineering Journal, 38(3), 148-166. Lien externe
Tremblay, R., & Robert, N. (2001). Seismic Performance of Low- and Medium-Rise Chevron Braced Steel Frames. Canadian Journal of Civil Engineering, 28(4), 699-714. Lien externe
Tremblay, R. (2001). Sélection de mouvements sismiques du sol pour analyses sismiques temporelles. (Rapport technique). Non disponible
Tremblay, R., Degrange, G., & Rogers, C. (2001). Shear bond resistance of the canam P-3606 and P-3623 composite floor deck systems. (Rapport technique n° 01-05). Non disponible
Tremblay, R., Mitchell, D., Labbé, J., & Prévost, J. (2000). Rapport sur les causes techniques de l'effondrement de poutres de béton lors de la construction du pont d'étagement du boulevard du Souvenir au-dessus de l'autoroute 15, Laval, Québec. (Rapport technique). Lien externe
Tremblay, R., Mitchell, D., Labbé, J., & Prévost, J. (2000). Causes techniques de l'effondrement des poutres d'étagement du boulevard du Souvenir. (Rapport technique). Non disponible
Tremblay, R., Chicoine, T., Massicotte, B., Ricles, J., & Lu, W.-L. (janvier 2000). Compressive strength of large scale partially-encased composite stub columns [Communication écrite]. 2000 SSRC annual technical session & meeting, Memphis. Non disponible
Tremblay, R., Chicoine, T., & Massicotte, B. (janvier 2000). Design equation for the axial load capacity of partially encased non-compact columns [Communication écrite]. Composite construction in steel and concrete IV, Banff, Canada. Lien externe
Tremblay, R. (2000). Essais de traction sur les tirants servant de retenue transversale temporaire des poutres du pont du boulevard du Souvenir. (Rapport technique n° EPM-GCS-2000-10). Non disponible
Tremblay, R., & Mitchell, D. (2000). Évaluation de la stabilité des poutres du pont d'étagement du boulevard du Souvenir, Laval, Québec. (Rapport technique n° EPM-GCS-2000-14). Non disponible
Tremblay, R., & Mitchell, D. (2000). Évaluation des effets thermiques sur les poutres du pont d'étagement du boulevard du Souvenir, Laval, Québec. (Rapport technique n° EPM-GCS-2000-12). Non disponible
Tremblay, R., Rogers, C., & Degrange, G. (2000). Evaluation of the shear bond resistances of the canam P3615 composite floor deck system. (Rapport technique n° EPM-GCS-2000-16). Non disponible
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
Tremblay, R. (2000). Influence de la tension initiale sur le comportement des tirants servant de retenue transversale temporaire des poutres du pont du boulevard du Souvenir, Laval, Québec. (Rapport technique n° EPM-GCS-2000-11). Non disponible
Tremblay, R. (août 2000). Influence of brace slenderness on the seimic response of concentrically braced steel frames [Communication écrite]. STESSA 2000 conf, Montréal, Québec. Lien externe
Tremblay, R. (2000). Qualification tests on JDS uniphase LGX 15SC cassette MUX & DEMUX according to R-63-CORE generic requirements. (Rapport technique n° 00-11). Non disponible
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. (février 2000). Seismic design and behavior of concentrically braced steel frames [Communication écrite]. 2000 North American Steel Construction Conference (NASCC), Las Vegas, NV, USA. Non disponible
Tremblay, R., & Robert, N. (2000). Seismic Design of Low- and Medium-Rise Chevron Braced Steel Frames. Canadian Journal of Civil Engineering, 27(6), 1192-1206. Lien externe
Tremblay, R. (1999). Bâtiments Jardins-Mérite Beauport - Évaluation de la résistance et de la rigidité du tablier métallique du toit. (Rapport technique). Non disponible
Tremblay, R. (1999). Étude de faisabilité pour la construction d'un pont sur la rivière Saguenay entre Baie Ste-Catherine et Tadoussac - considérations sismiques. (Rapport technique). Non disponible
Tremblay, R., Côté, B., & Léger, P. (1999). An Evaluation of P-Delta Amplification Factors in Multistorey Steel Moment Resisting Frames. Canadian Journal of Civil Engineering, 26(5), 535-548. Lien externe
Tremblay, R., & Bouatay, N. (1999). Pilot testing on ductile yield plate fuses for HSS braces intended for low-rise buildings- phase I & II full-scale testing of prototype brace fuse detail. (Rapport technique n° 99-05 & 99-16). Non disponible
Tremblay, R. (1999). Qualification tests on wastewater metropoint OLS shelf and card modules according to GR-63-CORE generic requirements. (Rapport technique n° 99-18). Non disponible
Tremblay, R., & Rogers, C. (1999). Reconnaissance report on the september 21, 1999 Chi-Chi (Taiwan) earthquake. (Rapport technique). Non disponible
Tremblay, R., Degrange, G., & Blouin, J. (janvier 1999). Seismic rehabilitation of a four-storey building with a stiffened bracing system [Communication écrite]. 8th Canadian Conference on Earthquake Engineering, Vancouver, Canada. Lien externe
Tremblay, R., & Bérair, T. R. (janvier 1999). Shake table testing of low-rise steel buildings with flexible roof diaphragms [Communication écrite]. 8th can. conf. on earthquake eng, Vancouver, Canada. Lien externe
Tremblay, R. (1998). Centrale de Beauharnois, Hydro-Québec - Vérification des efforts prescrits pour le calcul des assemblages des pièces des contreventements verticaux de la charpente métallique. (Rapport technique). Non disponible
Tremblay, R. (janvier 1998). Design spectra for long duration cascadia subduction earthquakes [Communication écrite]. 6th U.S. nat. conf. on earthquake eng, Seattle, USA. Non disponible
Tremblay, R. (1998). Development of Design Spectra for Long-Duration Ground Motions From Cascadia Subduction Earthquakes. Canadian Journal of Civil Engineering, 25(6), 1078-1090. Lien externe
Tremblay, R., Duval, C., & Léger, P. (1998). Effects of viscous damping models, hysteretic models and ground motion characteristics on seismic p-delta strength amplification factors. Dans Usami, T., & Itoh, Y. (édit.), Stability and ductility of steel structures (103-118). Lien externe
Tremblay, R., Massicotte, B., Filion, I., & Maranda, R. (janvier 1998). Experimental study on the behaviour of partially encased composite columns made with light welded H steel shapes under compressive axial loads [Communication écrite]. SSRC annual technical session & meeting, Atlanta, GA, USA. Non disponible
Tremblay, R., & Sylvestri, V. (1998). Musée Canadien de la nature, Rapport d'expertise sur la conception parasismique de la structure et des fondations du bâtiment. (Rapport technique). 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., & Degrange, G. (1998). Push-out tests on a proposed hambro joist top chord. (Rapport technique n° 98-11). Non disponible
Tremblay, R., & Degrange, G. (1998). Vérification expérimentale d'un système de contreventement avec diagonales latéralement supportées. (Rapport technique n° 98-10). Non disponible
Tremblay, R., Duval, C., & Léger, P. (janvier 1997). Effects of hysteretic models and ground motion characteristics on seismic p-delta strength amplification factors [Communication écrite]. SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan. Non disponible
Tremblay, R. (1997). Étude préliminaire des contraintes dans les haubans du pont du Casino de Montréal. (Rapport technique). Non disponible
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., & Stiemer, S. F. (1997). Seismic behavior of single-storey steel structures with a flexible roof diaphragm : reply. Canadian Journal of Civil Engineering, 24(1), 163-164. Lien externe
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., Duval, C., & Léger, P. (janvier 1996). Influence of damping model on the seismic stability of single-degree-of-freedom systems [Communication écrite]. 5th intern. coll. on stability of metal structures, Chicago, IL, USA. Non disponible
Tremblay, R. (janvier 1996). Influence of in-plane flexibility of roof diaphragm on the seismic response of single-storey braced frames [Communication écrite]. 11th world conf. on earth. eng, Acapulco, Mexico. Lien externe
Tremblay, R., & Stiemer, S. F. (1996). Seismic behavior of single-storey steel structures with a flexible roof diaphragm. Canadian Journal of Civil Engineering, 23(1), 49-62. Lien externe
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., & Legault, P. (janvier 1996). Torsional behaviour of built-up crane runaway girders [Communication écrite]. 1st CSCE structural speciality conf, Edmonton, Alberta, Canada. 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
Tremblay, R., & Stiemer, S. F. (janvier 1994). Back-up stiffness for improving the stability of multi-storey braced frames under seismic loading [Communication écrite]. SSRC annual task group technical session, Bethlehem. Non disponible
Tremblay, R. (1994). EQDES : a computer program for the assessment of seismic risk. (Rapport technique n° EPM-GCS-94-14). Non disponible
Tremblay, R., & Stiemer, S. (janvier 1994). Seismic response of single-storey steel buildings [Communication écrite]. 12th intern. speciality conf. on cold-formed steel structures, St-Louis, USA. Lien externe
Wakjira, T. G., Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2022). Explainable machine learning based efficient prediction tool for lateral cyclic response of post-tensioned base rocking steel bridge piers. Structures, 44, 947-964. Lien externe
Wang, C., Tremblay, R., & Rogers, C. A. (2021). Component-based model for bolted brace connections in conventional concentrically braced frames. Engineering Structures, 247, 17 pages. Lien externe
Wang, C., Rudman, A., Tremblay, R., & Rogers, C. A. (2021). Numerical investigation into I-shape brace connections of conventional concentrically braced frames. Engineering Structures, 236, 14 pages. Lien externe
Wang, C., Tremblay, R., & Rogers, C. A. (2021). Parametric study on the I-shape brace connection of conventional concentrically braced frames. Journal of Constructional Steel Research, 182, 16 pages. Lien externe
Wang, C. S., González Ureña, A., Afifi, M., Rudman, A., Tremblay, R., & Rogers, C. A. (septembre 2020). Conventional Construction Steel Braces with Bearing Plate Energy Dissipation [Communication écrite]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Non disponible
Willem, X., & Tremblay, R. (2013). Essais sur ancrages pour panneaux en béton Ductal© fabriqués par Bétons Génial Inc. (Rapport technique n° ST13-02). Non disponible
Wiebe, L., Christopoulos, C., Tremblay, R., & Leclerc, M. (2013). Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing. Earthquake Engineering and Structural Dynamics, 42(7), 1053-1068. Lien externe
Wiebe, L., Christopoulos, C., Tremblay, R., & Leclerc, M. (2013). Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large-amplitude shake table testing. Earthquake Engineering and Structural Dynamics, 42(7), 1069-1086. Lien externe
