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Items where Author is "Tremblay, Robert"

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Number of items: 384.

A

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. External link

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. External link

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). External link

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). External link

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. External link

Afifi, M., Tremblay, R., & Rogers, C. A. (2020, September). Slotted-Hidden-Gap (Shg) Brace Connections For Square Hollow Structural Sections For Seismic Applications [Paper]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 pages). Unavailable

Alam, M. S., Tremblay, R., Islam, K., Rahmzadeh, A., Hossain, F., & King, P. (2020, September). Use of rocking steel piers for enhanced seismic performance of bridges [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Unavailable

Ali, A. I., & Tremblay, R. (2016, June). Seismic design procedure for steel multi-tiered concentrically braced frames beyond CSA S16 limit [Paper]. Canadian Society for Civil Engineering Annual Conference 2016: Resilient Infrastructure, London, ON, Canada. Unavailable

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. External link

Agüero, A., Izvernari, C., & Tremblay, R. (2005, June). Numerical comparison and optimization of force and displacement based elements for the analysis of the inelastic cyclic response of steel bracing members [Paper]. 4th International Conference on Advances in Steel Structures, Shanghai, China. External link

Aubé, S., Tremblay, R., & Massicotte, B. (1997, May). Large scale testing of composite bridge girders with slender non-compact webs [Paper]. 1997 Annual Conference of the Canadian Society for Civil Engineering, Sherbrooke, Can. Unavailable

Archambault, M.-H., Tremblay, R., & Filiatrault, A. (1995). Étude du comportement séismique des contreventements ductiles en X avec profilés tubulaires en acier. (Technical Report n° EPM-GCS-95-09). Unavailable

Archambault, M.-H., & Tremblay, R. (1995). Hyst : a computer program for the smoothing and superposition of experimental hysteresis curves. (Technical Report n° EPM-GCS-95-08). Unavailable

B

Béland, T., Tremblay, R., Fahnestock, L. A., & Hines, E. M. (2020, September). Contribution of the gravity beam-column connections to the seismic reserve capacity of steel buildings [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 pages). Unavailable

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. External link

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. External link

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. External link

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. External link

Bussières, C., Tremblay, R., & Léger, P. (2019, June). Seismic torsional response on steel BRB frames: inelastic modeling and code design provisions [Paper]. 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). External link

Brunet, F., & Tremblay, R. (2018, June). Comparison of canadian seismic design provisions for tall braced steel frames in heavy industrial applications [Paper]. 6th International Structural Specialty Conference, Fredericton, NB, Canada. Unavailable

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. External link

Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (2018). Seismic assessment of existing steel chevron braced frames. Journal of Structural Engineering, 144(6), 15 pages. External link

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. External link

Breton, N., & Tremblay, R. (2017, September). Examination of the Canadian provisions for the seismic stability of steel structures [Paper]. 8th European Conference on Steel and Composite Structures (EUROSTEEL 2017), Copenhagen, Denmark. Published in ce/papers, 1(2-3). External link

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. External link

Beland, T., Tremblay, R., Fahnestock, L. A., Hines, E. M., Bradley, C. R., Sizemore, J. G., & Davaran, A. (2015, August). Experimental investigation of the cyclic response of bolted angles in gravity beam-column connections for enhanced seismic performance [Paper]. 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). External link

Beland, T., Bradley, C., Nelson, J., Davaran, A., Hines, É. M., Tremblay, R., & Fahnestock, L. A. (2014, April). Experimental behavior of bolted angles and beam-to-column connections [Paper]. Structures Congress 2014, Boston, MA, United states. External link

Bradley, C., Sizemore, J., Nelson, J., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2014, April). Large-scale testing of low-ductility, concentrically-braced frames [Paper]. Structures Congress 2014, Boston, Mass., USA. External link

Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (2014, July). Seismic assessment and rehabilitation of existing steel braced frames designed in accordance with the 1980 Canadian code provisions [Paper]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. External link

Bakhti, F., Tremblay, R., & Rogers, C. A. (2013, September). In-plane shear flexibility evaluation of fastened steel flat plate by numerical simulation considering the interaction between connectors and thin plate [Paper]. 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa. Unavailable

Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (2013, May). Seismic evaluation of existing steel braced frames designed in accordance with the 1980 Canadian code requirements using nonlinear time history analysis [Paper]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. External link

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. External link

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. External link

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. External link

Braconi, A., Salvatore, W., & Tremblay, R. (2007, June). Partial-strength beam-to-column composite joints for seismic applications : behavior, modeling and parametric analysis [Paper]. XII Annual Convention on Earthquake Engineering, Pisa, Italy. Unavailable

Bursi, O. S., Caramelli, S., Fabbrocino, G., Pinto, A. V., Salvatore, W., Taucer, F., Tremblay, R., & Zandonini, R. (2004, January). Pseudo-dynamic testing of a 3d full-scale high ductile steel-concrete composite MR frame at ELSA of JRC [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link

Bouatay, N., & Tremblay, R. (2001). Seismic design and response of multi-storey braced steel frames designed according to NBC 2004. (Technical Report). Unavailable

Bond, W. F., Rogers, C., & Tremblay, R. (2001, January). Seismic performance of arc-spot weld deck-to-frame connections [Paper]. 3rd International conference on thin Wall Structures, Cracow, Poland. Unavailable

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. External link

C

Comeau, C., Cano, P., Imanpour, A., & Tremblay, R. (2022, May). Seismic Behaviour and Design of Chevron Multitiered Concentrically Braced Frames [Paper]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. External link

Comeau, C., Cano, P., Tremblay, R., & Imanpour, A. (2022, May). Seismic Response of Two-Bay Steel Multi-Tiered Concentrically Braced Frames [Paper]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. External link

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. External link

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. External link

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. External link

Choi, H., Erochko, J., Christopoulos, C., & Tremblay, R. (2008, October). Comparison of the seismic response of steel buildings incorporating self-centering energy dissipative braces [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

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. (Technical Report n° 2008-05). Unavailable

Christopoulos, C., Tremblay, R., Erochko, J., & Choi, H. Response of 2-D and 3-D buildings incorporating buckling-restrained and self-centering bracing systems [Paper]. CSCE 2008 Annual Conference, Québec. Unavailable

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. External link

Charron, J.-P., Massicotte, B., Tremblay, R., Knoval, V., & Ghali, A. (2007). Concorde bridge collapse. (Technical Report n° SR07-06). Unavailable

Christopoulos, C., Kim, H.-J., Tremblay, R., & Lacerte, M. (2006, August). An Innovative Bracing Member with Flag-Shape Hysteretic Response for Enhanced Structural Seismic Performance [Paper]. 5th International Conference STESSA, Yokohama, Japan. Unavailable

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. External link

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. External link

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. External link

D

Daneshvar, P., Dehghani, M., Bouaanani, N., Tremblay, R., & Léger, P. (2021, September). Effects of ground motion event-type on structural response due to the influence of higher modes [Paper]. 17th World Conference on Earthquake Engineering, Sendai, Japan (9 pages). External link

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. External link

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. External link

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. External link

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. External link

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. External link

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. External link

Davaran, A., Tremblay, R., Beland, T., Fahnestock, L. A., & Hines, E. M. (2014, April). Experimental behavior of low-ductility brace connection limit states [Paper]. Structures Congress 2014, Boston, MA, United states. External link

Davaran, A., Decaen, S., & Tremblay, R. (2014, July). Numerical simulation of the seismic response of steel x-braced frames with single shear bolted connections [Paper]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. External link

Dion, C., Tremblay, R., & Bouaanani, N. (2013). Real time hybrid simulation of a bridge structure equipped with Goodco Z-Tech seismic isolators. (Technical Report n° GRS SR09-06). Unavailable

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. (Technical Report n° GRS SR09-07). Unavailable

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. (Technical Report n° GRS SR13-04). Unavailable

Dehghani, M., & Tremblay, R. (2012, January). Development of Standard Dynamic Loading Protocol for Buckling-Restrained Braced Frames [Paper]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Unavailable

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. External link

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. External link

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. External link

Dion, C., Bouaanani, N., Tremblay, R., Lamarche, C.-P., & Leclerc, M. (2010, July). Real-time hybrid testing of seismic protective systems for bridge structures [Paper]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont.. External link

De Oliveira, J.-C., Christopoulos, C., Packer, J. A., Tremblay, R., & Gray, M. G. (2008, October). Full-scale experimental validation of standardized seismic-resistant cast steel brace connectors [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

E

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. External link

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. External link

Erochko, J., Christopoulos, C., & Tremblay, R. (2013, June). Detailed component modelling of a self-centering energy dissipative brace system [Paper]. 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. External link

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. External link

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. External link

El-Sokkary, H., Galal, K., Ghorbanirenani, I., Léger, P., Tremblay, R., & Leclerc, M. (2012, May). Shake table tests on FRP-rehabilitated RC shear walls [Paper]. 6th International Conference on Advanced Composite Materials in Bridges and Structures, ACMBS-VI, Kingston, Ontario, Canada. External link

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. External link

Erochko, J., Christopoulos, C., & Tremblay, R. (2007, June). Seismic response of an RC frame hospital building equipped with friction damping braces and with self-centering energy dissipative (SCED) braces [Paper]. ECCOMAS Thematic Conference on Computational Methods in Structural Dynamcis and Earthquake Engineering, Crete, Greece. Unavailable

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. External link

Essa, H., Tremblay, R., & Rogers, C. (2002, January). Inelastic seismic response of metal roof deck diaphragms for steel buildings structures [Paper]. 12th european conference earthquake engineering, London, England. Unavailable

Essa, H. S., Tremblay, R., & Rogers, C. A. (2001). Inelastic seismic behavior of steel deck roof diaphragms under quasi-static cyclic loading. (Technical Report n° EPM-GCS-2001-11). Unavailable

F

Fronteddu, P. G., Léger, P., & Tremblay, R. (2019, June). Consideration of accidental torsion in seismic design of buildings according to NBCC [Paper]. 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). External link

Fahnestock, L. A., Hines, E. M., Tremblay, R., Bradley, C., Nelson, J., Beland, T., Davaran, A., & Sizemore, J. (2014, July). Reserve capacity and implications for seismic collapse prevention for low-ductility braced frames in moderate seismic regions [Paper]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. External link

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. External link

Filiatrault, A., Kuan, S., & Tremblay, R. (2004). Shake Table Testing of Bookcase - Partition Wall Systems. Canadian Journal of Civil Engineering, 31(4), 664-676. External link

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. External link

Filiatrault, A., Tremblay, R., & Kar, R. (2000). Performance Evaluation of Friction Spring Seismic Damper. Journal of Structural Engineering, 126(4), 491-499. External link

Filiatrault, A., & Tremblay, R. (1998). Design of Tension-Only Concentrically Braced Steel Frames for Seismic Induced Impact Loading. Engineering Structures, 20(12), 1087-1096. External link

Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., & Tremblay, R. (1998, January). Experimental research using the earthquake simulation facility at École Polytechnique [Paper]. Annual conference of the canadian society for civil engineers, Halifax, NS, Canada. Unavailable

Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., & Tremblay, R. (1998, January). Experimental research using the earthquake simulation facility at École Polytechnique in Montréal [Paper]. 2nd Structural Speciality Conference, Halifax, N.S., Canada. Unavailable

Filiatrault, A., & Tremblay, R. (1997). Characterization tests of shapia seismic damper. (Technical Report n° 97-02). Unavailable

Filiatrault, A., Tremblay, R., Thoen, B., & Rood, J. (1996, January). Second generation earthquake simulation system in Canada: description and performance [Paper]. 11th world conf on earth. eng, Acapulco, Mexico. External link

Filiatrault, A., & Tremblay, R. (1997, January). Seismic retrofit of steel moment resisting frames with passive friction energy dissipating systems [Paper]. Northridge earthquake research conf, Los Angeles, CA, USA. Unavailable

Filiatrault, A., & Tremblay, R. (1997). Shake table tests of shapia seismic damper. (Technical Report n° 97-04). Unavailable

Filiatrault, A., & Tremblay, R. (1996, January). Behavior of tension-only concentrically braced steel frames under simulated earthquake loads [Paper]. International Conference on Advances in Steel Structures, Hong Kong. Unavailable

Filiatrault, A., & Tremblay, R. (1996, January). Code compatible design ground motions for inelastic structural analysis in Canada [Paper]. Pan pacific hazards 96 conf, Vancouver, B.C., Canada. Unavailable

Filiatrault, A., Tremblay, R., & Degrange, G. (1996). Seismic qualification test of an electronic equipment cabinet according to the GR-63-CORE generic requirements. (Technical Report n° EPM-GCS-96-04). Unavailable

Filiatrault, A., & Tremblay, R. (1995). Présentation du simulateur sismique du laboratoire de structures. (Technical Report n° EPM-GCS-95-12). Unavailable

G

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. External link

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. External link

Gélinas, A., Tremblay, R., & Ravaran, A. (2013, May). Buckling response of bolted mid-connections in steel X-Bracing [Paper]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. External link

Gelinas, A., Tremblay, R., & Davaran, A. (2012, March). Seismic behaviour of steel HSS X-bracing of the conventional construction category [Paper]. Structures Congress 2012, Chicago, IL, United states. External link

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. External link

Gagnon, D., Léger, P., Tremblay, R., & Latendresse, V. (2010, July). Pile foundations modeling for seismic analysis of highway bridges located in Eastern North America [Paper]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont.. External link

Ghorbanirenani, I., Tremblay, R., El-Sokkary, H., Galal, K., Léger, P., & Leclerc, M. (2010, July). Shake table tests and repair of ductile slender reinforced concrete shear wall [Paper]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont.. External link

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. External link

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. External link

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 [Paper]. CSCE 2008 Annual Conference, Québec. Unavailable

H

Hariri, B., & Tremblay, R. (2022, May). Effective Steel Braced Frames for Tall Building Applications in High Seismic Regions [Paper]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania. External link

Haddad, M., Tremblay, R., Chen, L., & Tirca, L. (2015, May). Cracking and Fracture of HSS Braces under Cyclic Loading [Paper]. 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), Crete Island, Greece. External link

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. External link

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. External link

I

Ilkhechi, M. K., Davaran, A., Lamarche, C. P., & Tremblay, R. (2022, May). Experimental Investigation of the Diaphragm Behavior of a New Deep Steel Deck Profile with Flange and Web Stiffeners [Paper]. Canadian Society of Civil Engineering Annual Conference, Whistler, BC, Canada. External link

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. External link

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. External link

Imanpour, A., Leclerc, M., Siguier, R., & Tremblay, R. (2017, September). Application of hybrid simulation for the evaluation of the buckling response of steel braced frame columns [Paper]. 8th European Conference on Steel and Composite Structures (EUROSTEEL 2017), Copenhagen, Denmark. Published in ce/papers, 1(2-3). External link

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. External link

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. External link

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). External link

Imanpour, A., Lignos, D., Clifton, C., & Tremblay, R. (2016, October). Comparison of seismic design requirements for steel moment resisting frames with emphasis on stability of columns in North America, New Zealand, and Europe [Paper]. 11th Pacific Structural Steel Conference, Shanghai, China. Unavailable

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. External link

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. External link

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. External link

Imanpour, A., Tremblay, R., & Davaran, A. (2014, April). A new seismic design method for steel multi-tiered braced frames [Paper]. Structures Congress 2014, Boston, MA, United states. External link

Imanpour, A., Auger, K., & Tremblay, R. (2014, September). Seismic design of multi-tiered steel braced frames including the contribution from gravity columns [Paper]. 12th International Conference on Computational Structures Technology, Naples, Italy. External link

Imanpour, A., & Tremblay, R. (2014, July). Seismic performance evaluation and design of multi-tiered steel concentrically braced frames [Paper]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. External link

Imanpour, A., Stoakes, C., Tremblay, R., Fahnestock, L., & Davaran, A. (2013, May). Seismic stability response of columns in multi-tiered braced steel frames for industrial applications [Paper]. Structures Congress 2013: Bridging Your Passion with Your Profession, Pittsburgh, PA, United states. External link

Imanpour, A., Tremblay, R., & Davaran, A. (2012, January). Seismic Performance of Steel Concentrically Braced Frames With Bracing Members Intersecting Columns Between Floors [Paper]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. External link

Izvernari, C., Lacerte, M., & Tremblay, R. (2007, June). Seismic performance of multi-storey concentrically braced steel frames designed according to the 2005 Canadian seismic provisions [Paper]. 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada. External link

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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. External link

Jaworski, J., Léger, P., & Tremblay, R. (2014, June). Seismic safety assessment of pile supported long span highway bridges: non homogeneous soil conditions and multiple support excitations [Paper]. IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Portugal. External link

Jiang, Y., Balazadeh-Minouei, Y., Tremblay, R., Koboevic, S., & Tirca, L. (2012, January). Seismic Assessment of Existing Steel Braced Frames Designed in Accordance With the 1980 Canadian Code Provisions [Paper]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Unavailable

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Koval, V., Christopoulos, C., & Tremblay, R. (2017, September). A new pulse-based E-R- method for predicting the peak seismic response of highly nonlinear bridge structures [Paper]. 39th IABSE Symposium : Engineering the Future, Vancouver, BC. External link

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. External link

Koboevic, S., Rozon, J., & Tremblay, R. (2012, September). The impact of seismic response of outer beams, braces and columns on global seismic behaviour of chebron-type eccentrically braced frames [Paper]. 15th World Conference on Earthquake Engineering, Lisbon, Portugal. External link

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. External link

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. External link

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. External link

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. External link

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. External link

Koboevic, S., Guilini-Charrette, K., Castonguay, P. X., & Tremblay, R. (2010, July). Influence of ground motion selection and scaling to the seismic response of building structures [Paper]. 9th US National and 10 th Canadian Conference on Earthquake Engineering, Toronto, On. Canada. External link

Koboevic, S., Le Bec, A., & Tremblay, R. (2010, August). Seismic behavior of reinforced concrete ductile shear walls on rocking foundations [Paper]. 14th European Conference on Earthquake Engineering, Ohrid, République de Yougoslavie. Unavailable

Koboevic, S., Rozon, J., & Tremblay, R. (2009, August). Relation between global and local indicators of the performance of eccentrically braced frames under seismic loads [Paper]. International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA. External link

Kassis, D., & Tremblay, R. Brace fuse system for cost-effective design of low-rise steel buildings [Paper]. CSCE 2008 Annual Conference, Québec. Unavailable

Khaled, A., Tremblay, R., & Massicotte, B. (2007, January). Comportement des piles rectangulaires de ponts sous l'effet des mouvements sismiques multidirectionnels [Paper]. 14ième Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec, Canada. Unavailable

Khaled, A., Tremblay, R., & Massicotte, B. (2006, August). Assessing the adequacy of the 30% combination rule in estimating the critical response of bridge piers under multi-directional earthquake components [Paper]. 7th International Conference on Short and Medium Span Bridges, Montréal, Québec. Unavailable

Kar, R., Filiatrault, A., & Tremblay, R. (1998, January). Energy dissipation device for seismic control of structures [Paper]. 6th U.S. nat. conf. on earthquake eng, Seattle, USA. Unavailable

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Leroux, M., Tremblay, R., & Léger, P. (2017, January). A simplified method for preliminary assessment of seismic forces in isolated highway bridges with massive piers [Paper]. 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (9 pages). External link

Luu, H., Léger, P., & Tremblay, R. (2015, July). Seismic evaluation of RC shear wall buildings subjected to high frequency content earthquakes [Paper]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages). Unavailable

Luabeya-Mukendi, P., Léger, P., & Tremblay, R. (2015, July). Selection scaling and application of ground motion records to assess the nonlinear seismic performance of buildings located in Eastern North America [Paper]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages). Unavailable

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. External link

Luu, H., Léger, P., & Tremblay, R. (2014, June). Seismic shear demand of moderately ductile RC shear walls considering higher mode effects [Paper]. IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Porgual. External link

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. External link

Leclerc, M., & Tremblay, R. (2013). Pull tests on aquadis faucet plastic inlets. (Technical Report n° ST13-04). Unavailable

Luu, H., Léger, P., & Tremblay, R. (2013, May). Seismic behaviour of moderately ductile shear walls located in Eastern North America [Paper]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. External link

Leclerc, M., Molinari, M., Bouaanani, N., Tremblay, R., Léger, P., & Bursi, O. (2011, June). Effective strategies for real time hybrid simulation of near seismic collapse response of moment resisting frames [Paper]. American Control Conference, ACC 2011, San Francisco, California, USA. External link

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. External link

Luu, H. Q., Ghorbanirenani, I., Léger, P., & Tremblay, R. (2011, July). Structural dynamics of slender ductile reinforced concrete shear walls [Paper]. 8th International Conference on Structural Dynamics, EURODYN 2011, Leuven, Belgium. Unavailable

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. External link

Léger, P., Kervégant, G., & Tremblay, R. (2010, July). Incremental dynamic analysis of nonlinear structures : selection of input ground motions [Paper]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont.. External link

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. External link

Lamarche, C. P., & Tremblay, R. (2008, April). Accounting for residual stresses in the seismic stability of nonlinear beam-column elements with cross-section fiber discretization [Paper]. 2008 Annual Stability Conference. External link

Lamarche, C.-P., Leclerc, M., Tremblay, R., Léger, P., Bouaanani, N., Koboevic, S., & Bursi, O. (2008, October). Comparison between real time nonlinear seismic hybrid and shake table testing techniques [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

Léger, P., & Tremblay, R. (2008, October). Earthquake ground motions for seismic damage assessment and re-evaluation of existing buildings and critical facilities [Paper]. NATO Advanced Research Workshop on Damage assessment and reconstruction after natural disasters and military activities, Sarajevo, Bosnia and Herzegovinia. Unavailable

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. External link

Li, X., Massicotte, B., & Tremblay, R. (2006, January). Effets des basses températures sur la performance de renforcements sismiques de piles de ponts par matériau composites externes [Paper]. Treizième Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec, Canada. Unavailable

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. External link

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Moammer, O., Imanpour, A., & Tremblay, R. (2022, May). Seismic Behaviour of Steel Wide-Flange Columns in Ductile Moment-Resisting Frames Considering Base Plate Flexibility [Paper]. Canadian Society of Civil Engineering Annual Conference, Whistler, BC, Canada. External link

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. External link

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. External link

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. External link

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). Available

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. External link

Moreau, R., Rogers, C. A., & Tremblay, R. (2014, July). Inelastic performance of the "Modified-Hidden-Gap" connection for square HSS brace members [Paper]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. External link

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. External link

Moreau, R., Rogers, C., & Tremblay, R. (2013, May). Experimental testing of conventional HSS slotted tube-to-gusset plate connections loaded under static and dynamic strain rates [Paper]. Canadian Society for Civil Engineering, CSCE 2013. Annual Conference, Montréal, Québec. External link

Mirzaei, A., Rogers, C. A., & Tremblay, R. (2013, September). Finite element modelling of shear tab connections including damage simulation [Paper]. 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa. Unavailable

Mirzaei, A., Rogers, C. A., & Tremblay, R. (2013, May). Full-scale testing of shear tab connections subjected to combined axial and shear forces [Paper]. Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. External link

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. External link

Massarelli, R., Franquet, J., Shrestha, K., Tremblay, R., & Rogers, C. A. (2011, September). Dynamic tests of 0.76 to 1.21 mm steel deck diaphragms for single-storey buildings [Paper]. 6th International Conference on Thin Walled Structures, Timisoara, Romania. Unavailable

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. External link

Marosi, M., D'Aronco, M., Tremblay, R., & Rogers, C. A. (2011, August). Multi-row bolted beam to column shear tab connections [Paper]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Unavailable

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. External link

Mansour, N., Shen, Y., Christopoulos, C., & Tremblay, R. (2008, October). Cyclic experimental evaluation of nonlinear replaceable links in eccentrically braced frames and moment resisting frames [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

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. External link

Martinez-Saucedo, G., Tremblay, R., & Packer, J. A. (2008, October). Seismic response of circular hollow section braces with slotted end connections [Paper]. 12th International Symposium on Tubular Structures, Shanghai, China. External link

Mastrogiuseppe, S., Rogers, C. A., Tremblay, R., & Nedisan, C. D. (2006, October). Influence of Non-Structural Components on Roof Diaphragm Stiffness of Single-Storey Steel Buildings [Paper]. 18th International Specialty Conference on Cold Formed Steel Structures, Orlando, Florida. External link

Merzoug, S., & Tremblay, R. (2006, April). Sismic Design of Dual Concentrically Braced Steel Frames for Stable Sismic Performance for Multi-Storey Buildings [Paper]. 8th U.S. National Conference on Earthquake Engineering, San Francisco, CA. Unavailable

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. External link

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. External link

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. External link

Mazzolani, F. M., & Tremblay, R. (2000). 3rd International Conference on the Behaviour of Steel Structures in Seismic Areas (STELLA 2000). External link

Mitchell, D., & Tremblay, R. (2000). Essais sur les appareils d'appui du pont d'étagement du boulevard du Souvenir, Laval, Québec. (Technical Report n° EPM-GCS-2000-13). Unavailable

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. External link

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Nelson, J., Davaran, A., Beland, T., Bradley, C., Hines, E. M., Tremblay, R., & Fahnestock, L. A. (2014, April). Cyclic experimental behavior of angles and applications for connection design and modeling [Paper]. Structures Congress 2014, Boston, MA, United states. External link

Nedisan, C., Tremblay, R., & Rogers, C. (2001). Seismic design of single-storey steel structures - comparative study of base shears: NBC1995 vs NBC2004. (Technical Report). Unavailable

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Pietraszek, P., Léger, P., & Tremblay, R. (2013, May). Pile foundation modelling for seismic analysis of highway bridges using the beam on a nonlinear Winkler foundation approach [Paper]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec. External link

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. External link

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. External link

Paultre, P., Proulx, J., Ventura, C., Tremblay, R., Rogers, C., Lamarche, C.-P., & Turek, M. (2004, January). Experimental investigation of low-rise steel buildings for efficient seismic design [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link

Poncet, L., & Tremblay, R. (2004, January). Influence of mass irregularity on the seismic design and performance of multi-storey braced steel frames [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link

Peuler, M., Rogers, C. A., & Tremblay, R. (2002, January). Inelastic response of arc-spot welded deck-to-frame connections for steel roof deck diaphragms [Paper]. 16th international specialty conference on cold formed steel structures, Orlando, FL. External link

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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. External link

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. External link

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. External link

Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2021, May). Characterization of the Lateral Response of Base Rocking Steel Bridge Piers [Paper]. CSCE annual Conference 2021. External link

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. External link

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. External link

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. External link

Rahmzadeh, A., Hossain, F., Islam, K., Alam, M. S., & Tremblay, R. (2019, June). Numerical investigation of the lateral response of single and double controlled rocking steel bridge piers [Paper]. Canadian Society for Civil Engineering Annual Conference (CSCE 2019), Laval, QC, Canada. External link

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. External link

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. External link

Roufegarinejad, A., & Tremblay, R. (2012, January). Finite Element Modeling of the Inelastic Cyclic Response and Fracture Life of Square Tubular Steel Bracing Members Subjected to Seismic Inelastic Loading [Paper]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Unavailable

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. External link

Richard, J., Koboevic, S., & Tremblay, R. (2011, May). Seismic design and response of heavy industrial steel buildings [Paper]. 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2011), Corfu, Greece. Unavailable

Richard, J., Koboevic, S., & Tremblay, R. (2011, September). Seismic response of irregular industrial steel buildings [Paper]. 6th European Workshop on the seismic behaviour of irregular and complex structures, Technion, Haifa, Israel. External link

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. External link

Richard, J., Tremblay, R., Koboevic, S., & MacCrimmon, R. A. (2009, August). Seismic analysis and design approaches for crane-supporting steel structures [Paper]. International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA. External link

Rogers, C., & Tremblay, R. Impact of diaphragm behaviour on the seismic design of low-rise steel buildings [Paper]. North American Steel Construction Conference, Nashville, TN. External link

Rozon, J., Koboevic, S., & Tremblay, R. (2008, October). Study of global behaviour of eccentrically braced frames in response to seismic loads [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

Rogers, C. A., Tremblay, R., Yang, W., & Martin, E. (2004, January). Ductile design of steel roof deck diaphragms for earthquake resistance [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link

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. External link

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. External link

Rogers, C., & Tremblay, R. (2000, January). Evaluation of steel roof diaphragm sidelap connections subjected to seismic loading [Paper]. 7th International Symposium on Structural Failure and Plasticity (IMPLAST 2000), Melbourne, Australia. External link

Rogers, C., & Tremblay, R. (2000). Inelastic seismic response of frame and sidelap fasteners for steel roof decks. (Technical Report n° 00-09). Unavailable

Rogers, C., & Tremblay, R. (2000, August). Inelastic seismic response of frame fasteners for steel roof decks [Paper]. STESSA 2000 conf, Montréal, Québec. External link

Robert, N., & Tremblay, R. (2000, January). Seismic design and behaviour of chevron steel braced frames [Paper]. 12th world conf. on earthquake eng, Auckland, NZ. External link

Rezai, M., Prion, H., Tremblay, R., Bouatay, N., & Tiler, P. (2000, August). Seismic performance of brace fuse elements for concentrically braced frames [Paper]. STESSA 2000 conf, Montréal, Québec. External link

Robert, N., & Tremblay, R. (1998, January). Earthquake induced forces in tension-only concentrically braced steel frames [Paper]. 6th U.S. nat. conf. on nearthquake eng, Seattle, USA. Unavailable

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Sizemore, J., Davaran, A., Fahnestock, L., Tremblay, R., & Hines, E. (2014, April). Seismic behavior of low-ductility concentrically-braced frames [Paper]. Structures Congress 2014, Boston, Mass., USA. External link

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. External link

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. External link

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. External link

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. External link

Sideris, P., Filiatrault, S., Leclerc, M., & Tremblay, R. (2008, October). Experimental performance evaluation of inclined shelving for steel pallet type storage racks [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

Salvatore, W., Braconi, A., Bursi, O. S., & Tremblay, R. (2004, January). Modelling of a partial-strength beam-to-column joint for high ductile steel-concrete composite frames [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link

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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. External link

Tremblay, R., & Faraji, K. (2019, September). Multi-story truss moment frames equipped with friction dampers and self-centering system for enhanced seismic performance [Paper]. 20th IABSE Congress, New York City 2019: The Evolving Metropolis, New York City, NY, United states. Published in Report (IABSE Symposium), 115. External link

Tremblay, R., Daneshvar, P., Dehghani, M., Léger, P., & Bouaanani, N. (2018, July). Guidelines for the selection and scaling of ground motion time histories for performance-based seismic design of bridges in accordance with CSA S6-14 [Paper]. 10th International Conference on Short and Medium Span Bridges, Québec, QC. Unavailable

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. External link

Toutant, G., Minouei, Y. B., Imanpour, A., Koboevic, S., & Tremblay, R. (2017, April). Stability of Steel Columns in Steel Concentrically Braced Frames Subjected to Seismic Loading [Paper]. Structures Congress 2017, Denver, CO, USA. External link

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. External link

Tremblay, R., Mottier, P., & Rogers, C. (2016, June). Seismic retrofit of existing low-rise steel buildings in eastern Canada using rocking braced frame system [Paper]. Canadian Society for Civil Engineering Annual Conference 2016 : Resilient Infrastructure, London, ON, Canada. Unavailable

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. External link

Tremblay, R., Atkinson, G., Bouaanani, N., Daneshvar, P., Léger, P., & Koboevic, S. (2015, July). Selection and scalling of ground motion time histories for seismic analysis using NBCC 2015 [Paper]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages). Unavailable

Trudel-Languedoc, S., Tremblay, R., & Rogers, C. A. (2014, July). Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms [Paper]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. External link

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. External link

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. (Technical Report n° ST13-01). Unavailable

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. (Technical Report n° GRS SR13-06). Unavailable

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. Unavailable

Tremblay, R., Davaran, A., & Gelinas, A. (2013, May). Stability of x-bracing systems with traditional bolted connections [Paper]. Structures Congress 2013: Bridging Your Passion with Your Profession, Pittsburgh, PA, United states. External link

Tremblay, R., & Christopoulos, C. (2012). Self-centering energy dissipative brace apparatus with tensioning elements. (Patent no. US8250818). External link

Tremblay, R., & Koval, V. (2011). Essai de chargement sur 13 poutrelles à treillis en acier - Toiture du centre commercial Galeries Rive-Nord, Repentigny, QC. (Technical Report n° ST11-03). Unavailable

Tremblay, R., & Willem, X. (2011). Essais de compression sur 14 colonnes d'aluminum distribuée par Colonial Elegance. (Technical Report n° ST11-02-F). Unavailable

Tremblay, R. (2011, June). Evolution of the Canadian seismic design provisions for steel structures since 1989 [Paper]. Annual Conference of the Canadian Society for Civil Engineering 2011, CSCE 2011, Ottawa, ON, Canada. External link

Tremblay, R., St-Onge, E., Rogers, C. A., Morrison, T., Légeron, F., Desjardins, E., Tirca, L., Gray, M. G., Christopoulos, C., & Packer, J. (2011, August). Overview of ductile seismic brace fuse systems in Canada [Paper]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Unavailable

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. External link

Tremblay, R., & Rogers, C. A. (2011, September). Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms : a Canadian perspective [Paper]. 6th International Conference on Thin Walled Structures, Timisoara, Romania. Unavailable

Tremblay, R., & Leclerc, M. (2011). Seismic testing of tibertral wall panels. (Technical Report n° ST11-06). Unavailable

Tremblay, R., & Elghazouli, A. (2011, August). Steel concentrically braced frames : Comparison between Canadian and Europan seismic design provisions [Paper]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Unavailable

Tremblay, R., Castonguay, P. X., Guilini-Charrette, K., & Koboevic, S. (2010, May). Seismic force demand on brace connections of conventional construction braced steel frames designed according to Canadian seismic provisions [Paper]. Structures Congress 2010 (ASCE), Orlando, Florida, USA. External link

Tremblay, R., Bouaanani, N., Dion, C., Lamarche, C.-P., & Leclerc, M. (2010, May). Simulations hybrides en temps réel sur ponts équipés de systèmes de protection sismique fabriqués au Québec [Paper]. 17e Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec. Unavailable

Tremblay, R., Léger, P., Rogers, C., Bouaanani, N., Massicotte, B., Khaled, A., & Lamarche, C.-P. (2009, October). Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques [Paper]. 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco, California. External link

Tremblay, R., Castonguay, P. X., Guilini-Charette, K., & Koboevic, S. (2009, April). Seismic performance of conventional construction braced steel frames designed according to canadian seismic provisions [Paper]. Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role, Austin, TX, United states. External link

Tremblay, R., Rogers, C., Lamarche, C.-P., Nedisan, C., Franquet, J., Masarelli, R., & Shrestha, K. (2008, October). Dynamic seismic testing of large size steel deck diaphragm low-rise building applications [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

Tremblay, R., Haddad, M., Martinez, G., Richard, J., & Moffatt, K. (2008, October). Inelastic cyclic testing of large size steel bracing members [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

Tremblay, R. (2008, April). Influence of brace slenderness on the fracture life of rectangular tubular steel bracing members subjected to seismic inelastic loading [Paper]. ASCE Structures Congress, Vancouver, B.C.. External link

Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., René, V., Fronteddu, L., & Rivest, S. (2008, October). Innovative viscously damped rocking braced steel frames [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

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. (Technical Report n° SR08-05). Unavailable

Tremblay, R., Ghorbanirenami, I., Velev, N., Léger, P., Leclerc, M., Koboevic, S., Bouaanani, N., Galal, K., & Palermo, D. (2008, October). Seismic response of multi-storey reinforced concrete walls subjected to eastern North America high frequency ground motions [Paper]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. External link

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. External link

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 [Paper]. CSCE 2008 Annual Conference, Québec. Unavailable

Tremblay, R., & Poncet, L. (2007). Improving the seismic stability of concentrically braced steel frames. Engineering Journal, 44(2), 103-116. External link

Tremblay, R., Christopoulos, C., Kim, H.-J., & Lacerte, M. (2007, June). An innovative bracing member system with self-centering capabilities for improved seismic performance [Paper]. 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada. External link

Tremblay, R. (2007, January). Seismic design of steel structures according to canadian codes [Paper]. 9th International Symposium on Steel Structures, San Luis Potosi, Mexico. Unavailable

Tremblay, R., & Christopoulos, C. (2007, April). Self centering energy dissipating (SCED) seismic bracing [Paper]. North american Steel Construction Conference, Nashville, TN. External link

Tremblay, R., & Mitchell, D. (2006). Collapse During Construction of a Precast Girder Bridge. Journal of Performance of Constructed Facilities, 20(2), 113-125. External link

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. External link

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. External link

Tremblay, R., & Merzouq, S. Assessment of seismic designforces in dual buckling restrained braced steel frames [Paper]. 1st International Workshop on Advances in Steel Constructions, Ischia, Italy. Unavailable

Tremblay, R. (2005). Fundamental periods of vibration of braced steel frames for seismic design. Earthquake Spectra, 21(3), 833-860. External link

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. Unavailable

Tremblay, R., & Rogers, C. Influence of seismic design requirements and building period on the design of low-rise steel buildings [Paper]. 4th International Conference on Advances in Steel Structures, Shanghai, China. External link

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 [Paper]. 1st International conference on Advances in Experimental Structural Engineering, Nagoya, Japan. Unavailable

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. External link

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. External link

Tremblay, R., & Merzouq, S. (2004, January). Dual buckling restrained braced steel frames for enhanced seismic response [Paper]. Passive control symposium 2004, Japon. Unavailable

Tremblay, R., & Poncet, L. (2004, January). Improving the seismic stability of concentrically braced steel frames [Paper]. 2004 SSRC annual technical session & meeting, Structural stability research council, Long Beach, CA. Unavailable

Tirca, L., & Tremblay, R. (2004, January). Influence of building height and ground motion type on the seismic behaviour of zipper concentrically braced steel frames [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link

Tremblay, R., Ben Ftima, M., & Sabelli, R. (2004, January). An innovative bracing configuration for improved seismic response [Paper]. recent advances and new trends in structural design international colloquium, Timisoara, Romania. Unavailable

Tremblay, R. (2004, January). New canadian seismic design provisions for steel structures [Paper]. 7th pacific structural steel conference, Long Beach, CA. Unavailable

Tremblay, R., Poncet, L., Bolduc, P., Neville, R., & DeVall, R. (2004, January). Testing and design of buckling restrained braces for canadian application [Paper]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. External link

Tremblay, R. (2003). Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames. Engineering Journal, 40(2), 111-129. External link

Tremblay, R., & Tirca, L. (2003, June). Behaviour and Design of Multi-Storey Zipper Concentrically Braced Steel Frames for the Mitigation of Soft-Storey Response [Paper]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. External link

Tremblay, R., Tirca, L., Bouchereau, R., Toupin, J. D., & Massicotte, B. (2003, June). Flexural Demand on Partially-Encased Composite Columns in Multi-Storey Concentrically Braced Steel Frames [Paper]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. External link

Tremblay, R., Martin, E., & Rogers, C. (2003, June). Performance of Steel Roof Deck Diaphragms Under Simulated Earthquake Loading [Paper]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. External link

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. External link

Tremblay, R., Rogers, C. A., & Nedisan, C. Seismic Torsional Response of Single-Storey Steel Structures With Flexible Roof Diaphragms [Paper]. Advances in Structures, Vols 1 and 2. External link

Tremblay, R., Rogers, C., Essa, H., & Martin, É. (2002, January). Dissipating seismic input energy in low-rise steel buildings through inelastic deformations in the metal roof deck diaphragm [Paper]. 4th CSCE structural specialty conference, Montréal, Québec. Unavailable

Tremblay, R. (2002). Down aisle testing of rack structures strengthened with damotech base systems. (Technical Report n° 02-38). Unavailable

Tremblay, R. (2002). Essais de développement d'un transmetteur de chocs sismiques. (Technical Report n° 02-11). Unavailable

Tremblay, R. (2002). Étude préliminaire du comportement sismique d'un contreventement en acier de type Split-X construit avec diagonales en tension seulement. (Technical Report). Unavailable

Tinawi, R., Tremblay, R., & Degrange, G. (2002). Évaluation de la performance d'un poutrage métallique soumis à des chutes d'objets. (Technical Report n° P2807/ST02-13). Unavailable

Tremblay, R. (2002). EWR newark parking structure in lot E - cyclic testing on beam-to-column moment connections. (Technical Report n° EPM-GCS-2002-01). Unavailable

Tremblay, R. (2002). Inelastic Seismic Response of Steel Bracing Members. Journal of Constructional Steel Research, 58(5-8), 665-701. External link

Tremblay, R., & Lacerte, M. (2002, January). Influence of the properties of bracing members on the seismic response of concentrically braced steel frames [Paper]. 12th european conference earthquake engineering, London, England. Unavailable

Tremblay, R., & Bouatay, N. (2002, January). Loading protocols for the seismic testing of ductile bracing members in concentrically braced steel frames [Paper]. 12th european conference earthquake engineering, London, England. Unavailable

Tremblay, R. (2002). Push-out tests on steel member - concrete floor assemblies for composite action. (Technical Report n° 01-15). Unavailable

Tremblay, R., Rogers, C., & Nedisan, C. (2002, January). Use of uniform hazard spectrum and computed period in the seismic design of single-storey steel structures [Paper]. 7th U.S. national conference on earthquake engineering, Boston, MA. Unavailable

Tremblay, R., Rogers, C. A., Gignac, P., & Degrange, G. (2002, January). Variables affecting the shear-bond resistance of composite floor deck systems [Paper]. 16th international specialty conference on cold formed steel structures, Orlando, FL. External link

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. External link

Tremblay, R. (2001). Conception parasismique, Ch. 4. In Code canadien sur le calcul des ponts routiers . Unavailable

Tremblay, R. (2001). Effets du décalage en cisaillement sur la résistance en traction des membrures d'âme de poutrelles à treillis en acier. (Technical Report n° 01-03). Unavailable

Tremblay, R. (2001). Effondrement partiel de la charpente d'acier d'un entrepôt à Brossard, Québec. (Technical Report). Unavailable

Tremblay, R. (2001). Essais de cisaillement sur diaphragmes de toit en acier munis d'un dispositif de renfort. (Technical Report n° 01-01). Unavailable

Tremblay, R. (2001). Essais de flexion sur poutres de bois. (Technical Report n° 01-04). Unavailable

Tremblay, R. (2001). EWR newark parking structure in Lot E - compressions tests on beam-to-column moment connections. (Technical Report n° EPM-GCS-2001-15). Unavailable

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. External link

Tremblay, R., & Degrange, G. (2001). Qualification tests on JDS uniphase ITU, OC48WS , and OTS shelf units according to GR-63-CORE generic requirements. (Technical Report n° 01-12). Unavailable

Tremblay, R. (2001). Seismic Behavior and Design of Concentrically Braced Steel Frames. Engineering Journal, 38(3), 148-166. External link

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. External link

Tremblay, R. (2001). Sélection de mouvements sismiques du sol pour analyses sismiques temporelles. (Technical Report). Unavailable

Tremblay, R., Degrange, G., & Rogers, C. (2001). Shear bond resistance of the canam P-3606 and P-3623 composite floor deck systems. (Technical Report n° 01-05). Unavailable

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. (Technical Report). External link

Tremblay, R., Mitchell, D., Labbé, J., & Prévost, J. (2000). Causes techniques de l'effondrement des poutres d'étagement du boulevard du Souvenir. (Technical Report). Unavailable

Tremblay, R., Chicoine, T., Massicotte, B., Ricles, J., & Lu, W.-L. (2000, January). Compressive strength of large scale partially-encased composite stub columns [Paper]. 2000 SSRC annual technical session & meeting, Memphis. Unavailable

Tremblay, R., Chicoine, T., & Massicotte, B. (2000, January). Design equation for the axial load capacity of partially encased non-compact columns [Paper]. Composite construction in steel and concrete IV, Banff, Canada. External link

Tremblay, R. (2000). Essais de traction sur les tirants servant de retenue transversale temporaire des poutres du pont du boulevard du Souvenir. (Technical Report n° EPM-GCS-2000-10). Unavailable

Tremblay, R., & Mitchell, D. (2000). Évaluation de la stabilité des poutres du pont d'étagement du boulevard du Souvenir, Laval, Québec. (Technical Report n° EPM-GCS-2000-14). Unavailable

Tremblay, R., & Mitchell, D. (2000). Évaluation des effets thermiques sur les poutres du pont d'étagement du boulevard du Souvenir, Laval, Québec. (Technical Report n° EPM-GCS-2000-12). Unavailable

Tremblay, R., Rogers, C., & Degrange, G. (2000). Evaluation of the shear bond resistances of the canam P3615 composite floor deck system. (Technical Report n° EPM-GCS-2000-16). Unavailable

Tremblay, R., Berair, T., & Filiatrault, A. (2000, January). Experimental behaviour of low-rise steel buildings with flexible roof diaphragms [Paper]. 12th world conf. on earthquake eng, Auckland, NZ. External link

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. (Technical Report n° EPM-GCS-2000-11). Unavailable

Tremblay, R. (2000, August). Influence of brace slenderness on the seimic response of concentrically braced steel frames [Paper]. STESSA 2000 conf, Montréal, Québec. External link

Tremblay, R. (2000). Qualification tests on JDS uniphase LGX 15SC cassette MUX & DEMUX according to R-63-CORE generic requirements. (Technical Report n° 00-11). Unavailable

Tinawi, R., Léger, P., Filiatrault, A., Massicotte, B., & Tremblay, R. (2000, January). Research at École Polytechnique on seismic response of bridges [Paper]. 3rd Canada-Taiwan Workshop on Bridges, Banff, Alberta, Canada. Unavailable

Tremblay, R. (2000, February). Seismic design and behavior of concentrically braced steel frames [Paper]. 2000 North American Steel Construction Conference (NASCC), Las Vegas, NV, USA. Unavailable

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. External link

Tremblay, R. (1999). Bâtiments Jardins-Mérite Beauport - Évaluation de la résistance et de la rigidité du tablier métallique du toit. (Technical Report). Unavailable

Tremblay, R. (1999). Étude de faisabilité pour la construction d'un pont sur la rivière Saguenay entre Baie Ste-Catherine et Tadoussac - considérations sismiques. (Technical Report). Unavailable

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. External link

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. (Technical Report n° 99-05 & 99-16). Unavailable

Tremblay, R. (1999). Qualification tests on wastewater metropoint OLS shelf and card modules according to GR-63-CORE generic requirements. (Technical Report n° 99-18). Unavailable

Tremblay, R., & Rogers, C. (1999). Reconnaissance report on the september 21, 1999 Chi-Chi (Taiwan) earthquake. (Technical Report). Unavailable

Tremblay, R., Degrange, G., & Blouin, J. (1999, January). Seismic rehabilitation of a four-storey building with a stiffened bracing system [Paper]. 8th Canadian Conference on Earthquake Engineering, Vancouver, Canada. External link

Tremblay, R., & Bérair, T. R. (1999, January). Shake table testing of low-rise steel buildings with flexible roof diaphragms [Paper]. 8th can. conf. on earthquake eng, Vancouver, Canada. External link

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. (Technical Report). Unavailable

Tremblay, R. (1998, January). Design spectra for long duration cascadia subduction earthquakes [Paper]. 6th U.S. nat. conf. on earthquake eng, Seattle, USA. Unavailable

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. External link

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. In Usami, T., & Itoh, Y. (eds.), Stability and ductility of steel structures (103-118). External link

Tremblay, R., Massicotte, B., Filion, I., & Maranda, R. (1998, January). Experimental study on the behaviour of partially encased composite columns made with light welded H steel shapes under compressive axial loads [Paper]. SSRC annual technical session & meeting, Atlanta, GA, USA. Unavailable

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. (Technical Report). Unavailable

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. External link

Tremblay, R., & Degrange, G. (1998). Push-out tests on a proposed hambro joist top chord. (Technical Report n° 98-11). Unavailable

Tremblay, R., & Degrange, G. (1998). Vérification expérimentale d'un système de contreventement avec diagonales latéralement supportées. (Technical Report n° 98-10). Unavailable

Tremblay, R., Duval, C., & Léger, P. (1997, January). Effects of hysteretic models and ground motion characteristics on seismic p-delta strength amplification factors [Paper]. SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan. Unavailable

Tremblay, R. (1997). Étude préliminaire des contraintes dans les haubans du pont du Casino de Montréal. (Technical Report). Unavailable

Tremblay, R., Tchebotarev, N., & Filiatrault, A. (1997, January). Influence of the loading rate and the floor slab on the seismic performance of RBS connections for steel moment resisting frames [Paper]. Northridge earthquake research conf, Los Angeles, CA, USA. Unavailable

Tremblay, R., Tchebotarev, N., & Filiatrault, A. (1997, May). Loading rate effects and influence of floor slab on the seismic performance of RBS connections for steel moment resisting frames [Paper]. 1997 Annual Conference of Canadian Society for Civil Engineering, Sherbrooke, Can. Unavailable

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. External link

Tremblay, R., Robert, N., & Filiatrault, A. (1997, January). Seismic performance of RBS connections for steel moment resisting frames: influence of loading rate and floor slab [Paper]. STESSA'97 2nd int. conf. on the behaviour of steel structures in seismic area, Kyoto, Japan. Unavailable

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. External link

Tremblay, R., Robert, N., & Filiatrault, A. (1997, January). Tension-only bracing: a viable earthquake-resistant system for low-rise steel building? [Paper]. SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan. Unavailable

Tremblay, R., Duval, C., & Léger, P. (1996, January). Influence of damping model on the seismic stability of single-degree-of-freedom systems [Paper]. 5th intern. coll. on stability of metal structures, Chicago, IL, USA. Unavailable

Tremblay, R. (1996, January). Influence of in-plane flexibility of roof diaphragm on the seismic response of single-storey braced frames [Paper]. 11th world conf. on earth. eng, Acapulco, Mexico. External link

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. External link

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. External link

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. External link

Tremblay, R., & Filiatrault, A. (1996, January). Shake table tests of retrofitted steel moment resisting frames [Paper]. 1st CSCE structural speciality conf, Edmonton, Alberta. Unavailable

Tremblay, R., & Legault, P. (1996, January). Torsional behaviour of built-up crane runaway girders [Paper]. 1st CSCE structural speciality conf, Edmonton, Alberta, Canada. Unavailable

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. External link

Tremblay, R., Archambault, M.-H., & Filiatrault, A. (1995, January). Seismic behavior of ductile concentrically X-bracings [Paper]. 7th can. conf. on earth. eng, Montréal, Québec. External link

Tremblay, R., & Stiemer, S. F. (1994, January). Back-up stiffness for improving the stability of multi-storey braced frames under seismic loading [Paper]. SSRC annual task group technical session, Bethlehem. Unavailable

Tremblay, R. (1994). EQDES : a computer program for the assessment of seismic risk. (Technical Report n° EPM-GCS-94-14). Unavailable

Tremblay, R., & Stiemer, S. (1994, January). Seismic response of single-storey steel buildings [Paper]. 12th intern. speciality conf. on cold-formed steel structures, St-Louis, USA. External link

W

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. External link

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. External link

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. External link

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. External link

Wang, C. S., González Ureña, A., Afifi, M., Rudman, A., Tremblay, R., & Rogers, C. A. (2020, September). Conventional Construction Steel Braces with Bearing Plate Energy Dissipation [Paper]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Unavailable

Willem, X., & Tremblay, R. (2013). Essais sur ancrages pour panneaux en béton Ductal© fabriqués par Bétons Génial Inc. (Technical Report n° ST13-02). Unavailable

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. External link

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. External link

List generated on: Tue Feb 27 08:05:14 2024 EST