Koirala, A., Kizilarslan, E., Bruneau, M., & Tremblay, R. (2024). Canadian seismic design coefficients for coupled composite plate shear wall/concrete filled (CC-PSW/CF). Canadian Journal of Civil Engineering, 51(10), 1177-1189.
Directory of Experts
Tremblay, Robert

Directory of Experts
Tremblay, Robert
Directory of Experts
Publications by type
Journal article (149)
Conference paper (202)
Book (1)
Book chapter (2)
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Robert Tremblay (412)
- Journal articles (149)
- 2024
Journal article Journal article Bani, M., Imanpour, A., Tremblay, R., & Saxey, B. (2024). Full-Scale Testing of Two-Tiered Steel Buckling-Restrained Braced Frames. Journal of Structural Engineering (United States), 150(10), 04024130 (16 pages).Journal article Hossain, F., Rahmzadeh, A., Tremblay, R., & Alam, M. S. (2024). Multi-spring model for tubular rocking steel bridge piers subjected to earthquake loading. Engineering Structures, 315, 118449 (17 pages).Journal article Koirala, A., Kizilarslan, E., Bruneau, M., & Tremblay, R. (2024). Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall-Concrete-Filled System. Journal of Structural Engineering (United States), 150(8), 06024001 (8 pages).
- 2023
Journal article 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.Journal article 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.Journal article 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.Journal article 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.
- 2022
Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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).
- 2021
Journal article 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.Journal article 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.Journal article 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.Journal article 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).Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.
- 2020
Journal article 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.Journal article Béland, 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.Journal article Béland, 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.Journal article Béland, 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.
- 2019
Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.
- 2018
Journal article 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.Journal article 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.Journal article 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.Journal article Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (2018). Seismic assessment of existing steel chevron braced frames. Journal of Structural Engineering, 144(6), 15 pages.Journal article 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.Journal article 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.Journal article 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.
- 2017
Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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).Journal article 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.Journal article 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.Journal article 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.
- 2016
Journal article 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).Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.
- 2015
Journal article 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.Journal article 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.Journal article 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.Journal article Davaran, A., Gélinas, 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.Journal article 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.Journal article 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.
- 2014
Journal article 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.
- 2013
Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article Saatçioğlu, 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.Journal article Saatçioğlu, 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.Journal article Tapia-Hernández, E., Tena-Colunga, A., & 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.Journal article 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.Journal article 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.
- 2012
Journal article 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.Journal article 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.Journal article 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.Journal article 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.
- 2011
Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article Lamarche, C.-P., & 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.
- 2010
Journal article 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.Journal article 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.Journal article Mitchell, D., Paultre, P., Tinawi, R., Saatçioğlu, 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.Journal article 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.Journal article 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.Journal article 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.
- 2009
Journal article 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.Journal article 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.
- 2008
Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.
- 2007
Journal article 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.Journal article Tremblay, R., & Poncet, L. (2007). Improving the seismic stability of concentrically braced steel frames. Engineering Journal, 44(2), 103-116.Journal article 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.
- 2006
Journal article Tremblay, R., & Mitchell, D. (2006). Collapse During Construction of a Precast Girder Bridge. Journal of Performance of Constructed Facilities, 20(2), 113-125.Journal article 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.Journal article 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.Journal article 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.Journal article 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.Journal article 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.
- 2005
Journal article 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.Journal article Tremblay, R. (2005). Fundamental periods of vibration of braced steel frames for seismic design. Earthquake Spectra, 21(3), 833-860.Journal article 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.Journal article 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.
- 2004
Journal article 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.Journal article 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.Journal article 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.Journal article Mitchell, D., Tremblay, R., Karacabeyli, E., Paultre, P., Saatçioğlu, 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.Journal article Filiatrault, A., Kuan, S., & Tremblay, R. (2004). Shake Table Testing of Bookcase - Partition Wall Systems. Canadian Journal of Civil Engineering, 31(4), 664-676.
- 2003
Journal article Tremblay, R. (2003). Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames. Engineering Journal, 40(2), 111-129.Journal article 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.Journal article 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.Journal article 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.Journal article Mitchell, D., Tremblay, R., Karacabeyli, E., Paultre, P., Saatçioğlu, 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.Journal article 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.
- 2002
Journal article 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.Journal article 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.Journal article Tremblay, R. (2002). Inelastic Seismic Response of Steel Bracing Members. Journal of Constructional Steel Research, 58(5-8), 665-701.Journal article 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.
- 2001
Journal article 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.Journal article 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.Journal article 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.Journal article Tremblay, R. (2001). Seismic Behavior and Design of Concentrically Braced Steel Frames. Engineering Journal, 38(3), 148-166.Journal article 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.
- 2000
Journal article Filiatrault, A., Tremblay, R., & Kar, R. (2000). Performance Evaluation of Friction Spring Seismic Damper. Journal of Structural Engineering, 126(4), 491-499.Journal article 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.
- 1999
Journal article 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.
- 1998
Journal article Filiatrault, A., & Tremblay, R. (1998). Design of Tension-Only Concentrically Braced Steel Frames for Seismic Induced Impact Loading. Engineering Structures, 20(12), 1087-1096.Journal article 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.Journal article 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.
- 1997
Journal article 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.Journal article 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.
- 1996
Journal article 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.Journal article 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.Journal article 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.Journal article 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.
- 1995
Journal article Mitchell, D., Devall, R. H., Saatçioğlu, 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.Journal article 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.
- 2024
- Conference papers (202)
- 2025
Conference paper Chhoeng, O., Mefande Wack, M. C., Tremblay, R., & Boissonnade, N. (2025, April). Stability and response of lacing systems in laced built-up truss bridge column [Paper]. Annual Stability Conference Structural Stability Research Council, Louisville, KY, USA (23 pages).
- 2024
Conference paper Moammer, O., Imanpour, A., & Tremblay, R. (2024, June). Nonlinear modelling of steel wide-flange columns: frontiers and prospects for future developments [Paper]. 18th World conference on earthquake engineering (WCEE 2024), Milan, Italy (11 pages). Published in World Conference on Earthquake Engineering proceedings, 2024.
- 2023
Conference paper Tremblay, R. (2023, May). An Innovative Seismic Force Resisting System for Damage-Free Self-centring Elastic Response of Low-Rise Steel Building Structures [Paper]. Canadian Society of Civil Engineering Annual Conference (CSCE 2023), Moncton, NB, Canada.Conference paper Tremblay, R. (2023, July). An Innovative Steel Braced Frame System for Controlled Self-Centring Elastic Seismic Response of Low-Rise Steel Building Structures [Paper]. 2nd International Conference on Advances in Civil Infrastructure and Construction Materials (CICM 2023), Dhaka, Bangladesh (13 pages).Conference paper Islam, K., Tremblay, R., & Alam, M. S. (2023, May). Compressive Strength of Rocking Steel Bridge Pier upon Rocking [Paper]. Canadian Society of Civil Engineering Annual Conference, Moncton, NB, Canada.Conference paper Tremblay, R., & Inamasu, H. (2023, June). Design of brace intersected beams ininverted-V and two-storey X steel concentrically braced frames [Paper]. 2023 Canadian Conference - Pacific Conference on Earthquake Engineering (CCEE-PCEE 2023), Vancouver, British Columbia, Canada (12 pages).Conference paper Mefande Wack, M. C., Chhoeng, O., Inamasu, H., Boissonnade, N., & Tremblay, R. (2023, May). Preliminary investigation on the compressive strength of built-up compression members of the original champlain bridge [Paper]. Canadian Society for Civil Engineering Annual Conference (CSCE 2023), Moncton, NB, Canada.Conference paper Mefande Wack, M. C., Chhoeng, O., Inamasu, H., Boissonnade, N., & Tremblay, R. (2023, May). Preliminary investigation on the compressive strength of built-up compression members of the original Champlain Bridge [Paper]. 2023 Canadian Society for Civil Engineering Annual Conference, Moncton, ON, New Brunswick.Conference paper Saifuzzaman, M., Islam, K., Alam, M. S., & Tremblay, R. (2023, July). Vibration Analysis of Light Rail Transit (LRT) Bridge Supported on Rocking Pier(s) and Isolated Abutments [Paper]. 2nd International Conference on Advances in Civil Infrastructure and Construction Materials (CICM 2023), Dhaka, Bangladesh.
- 2022
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper Gonzales Urena, A., Tremblay, R., & Rogers, C. A. (2022, June). Suitability of frames with intentionally eccentric braces as the seismic-force-resisting system of high-rise buildings [Paper]. Canadian Conference - Pacific Conference on Earthquake Engineering (CCEE - PCEE 2023), Vancouver, British Columbia, Canada (9 pages).
- 2021
Conference paper 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.Conference paper 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).
- 2020
Conference paper Tremblay, R., & Mottier, P. (2020, September). A simple self-centering shear fuse for cost-effective controlled rocking steel braced frames [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages).Conference paper Tremblay, R., & Rogers, C. A. (2020, September). Canadian seismic design provisions for single-storey buildings with flexible metal roof deck diaphragms [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages).Conference paper Tremblay, R., & Rogers, C. A. (2020, September). Canadian seismic design provisions for single-storey buildings with flexible metal roof deck diaphragms [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages).Conference paper 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).Conference paper 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).Conference paper Rahmzadeh, A., Tremblay, R., & Alam, M. S. (2020, September). Experimental investigations on buckling restrained energy dissipating stainless steel bars [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (11 pages).Conference paper Hariri, B., & Tremblay, R. (2020, September). Influence of brace modelling on the seismic stability response of tall buckling restrained braced frame building structures [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages).Conference paper Hossain, F., Rahmzadeh, A., Tremblay, R., Alam, M. S., & Islam, K. (2020, September). Numerical modelling to simulate the seismic response of bridges with base rocking steel columns [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (11 pages). Published in World Conference on Earthquake Engineering proceedings, 2021.Conference paper 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).Conference paper 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).
- 2019
Conference paper 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).Conference paper 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.Conference paper 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.Conference paper 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).
- 2018
Conference paper 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.Conference paper 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.
- 2017
Conference paper 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.Conference paper 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).Conference paper 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).Conference paper 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).Conference paper Dehghani, M., & Tremblay, R. (2017, January). Full-scale experimental assessment of steel-encased buckling restrained braces . In 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (13 pages).Conference paper Dehghani, M., & Tremblay, R. (2017, January). Seismic induced floor accelerations and diaphragm forces for buckling restrained braced frames [Paper]. 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (12 pages).Conference paper Canales, M., Herrera, R., Fahnestock, L. A., Zaruma, S., & Tremblay, R. (2017, January). Seismic performance of buckling restrained braced frames in a chilean building [Paper]. 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (12 pages).Conference paper 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.
- 2016
Conference paper 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.Conference paper 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.Conference paper 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.
- 2015
Conference paper 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.Conference paper 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).Conference paper 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).Conference paper 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).Conference paper 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).
- 2014
Conference paper 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.Conference paper Nelson, J., Davaran, A., Béland, 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.Conference paper 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.Conference paper 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.Conference paper Davaran, A., Tremblay, R., Béland, 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper Fahnestock, L. A., Hines, E. M., Tremblay, R., Bradley, C., Nelson, J., Béland, 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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, Portugal.
- 2013
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper Tremblay, R., Davaran, A., & Gélinas, 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.
- 2012
Conference paper 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.Conference paper Egloff, O., Tremblay, R., Vincent, R., & Dussault, S. (2012, September). Finite element analysis of ductile fuses for W-shape steel bracing members [Paper]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (10 pages). Published in World Conference on Earthquake Engineering proceedings, 2012.Conference paper 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.Conference paper Koval, V., Christopoulos, C., & Tremblay, R. (2012, September). Isolation and Damping Mitigation Strategies for Bridges in Western and Eastern North America [Paper]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (10 pages). Published in World Conference on Earthquake Engineering proceedings, 2012.Conference paper Bakhti, F., Tremblay, R., & Rogers, C. A. (2012, September). Revisiting the SDI and ECCS methods for in-plane shear flexibility of metal roof deck diaphragms using 3D non-linear finite element analysis [Paper]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (10 pages). Published in World Conference on Earthquake Engineering proceedings, 2012.Conference paper Jiang, Y., Tremblay, R., & Tirca, L. (2012, September). Seismic assessment of deficient steel braced frames with built-up back-to-back double angle brace sections using OpenSees modelling [Paper]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (9 pages). Published in World Conference on Earthquake Engineering proceedings, 2012.Conference paper 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.Conference paper Gélinas, 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.Conference paper Imanpour, A., Tremblay, R., & Davaran, A. (2012, September). Seismic Evaluation of Multi-Panel Steel Concentrically Braced Frames [Abstract]. 15th world Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal (10 pages). Published in World Conference on Earthquake Engineering proceedings, 2012.Conference paper 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.Conference paper 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.Conference paper 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 (15WCEE), Lisbon, Portugal.
- 2011
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.
- 2010
Conference paper 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, ON, Canada.Conference paper 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.Conference paper 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..Conference paper 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..Conference paper 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.Conference paper 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.Conference paper 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..Conference paper 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.
- 2009
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.
- 2008
Conference paper 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.Conference paper Kassis, D., & Tremblay, R. Brace fuse system for cost-effective design of low-rise steel buildings [Paper]. CSCE 2008 Annual Conference, Québec.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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 Herzegovina.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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..Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.
- 2007
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper Tremblay, R. (2007, January). Seismic design of steel structures according to canadian codes [Paper]. 9th International Symposium on Steel Structures, San Luis Potosi, Mexico.Conference paper 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.Conference paper 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 Dynamics and Earthquake Engineering, Crete, Greece.Conference paper Tremblay, R., & Christopoulos, C. (2007, April). Self centering energy dissipating (SCED) seismic bracing [Paper]. North american Steel Construction Conference, Nashville, TN.
- 2006
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.
- 2005
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.
- 2004
Conference paper 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.Conference paper Tremblay, R., & Merzouq, S. (2004, January). Dual buckling restrained braced steel frames for enhanced seismic response [Paper]. Passive control symposium 2004, Japon.Conference paper 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.Conference paper Paultre, P., Proulx, J., Ventura, C. E., Tremblay, R., Rogers, C. A., Lamarche, C.-P., & Turek, M. (2004, August). Experimental investigation and dynamic simulations 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 (10 pages). Published in World Conference on Earthquake Engineering proceedings, 2004.Conference paper Paultre, P., Proulx, J., Ventura, C. E., Tremblay, R., Rogers, C. A., Lamarche, C.-P., & Turek, M. (2004, August). 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.Conference paper 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.Conference paper Tirca, L., & Tremblay, R. (2004, August). 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.Conference paper 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.Conference paper 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.Conference paper Tremblay, R. (2004, January). New canadian seismic design provisions for steel structures [Paper]. 7th pacific structural steel conference, Long Beach, CA.Conference paper 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.Conference paper 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.
- 2003
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.
- 2002
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.
- 2001
Conference paper 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.
- 2000
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper Rogers, C., & Tremblay, R. (2000, August). Inelastic seismic response of frame fasteners for steel roof decks [Paper]. STESSA 2000 conf, Montréal, Québec.Conference paper Tremblay, R. (2000, August). Influence of brace slenderness on the seimic response of concentrically braced steel frames [Paper]. STESSA 2000 conf, Montréal, Québec.Conference paper 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.Conference paper 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.Conference paper Robert, N., & Tremblay, R. (2000, January). Seismic design and behaviour of chevron steel braced frames [Paper]. 12th world conf. on earthquake eng, Auckland, NZ.Conference paper 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.
- 1999
Conference paper 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.Conference paper 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.
- 1998
Conference paper Tremblay, R. (1998, January). Design spectra for long duration cascadia subduction earthquakes [Paper]. 6th U.S. nat. conf. on earthquake eng, Seattle, USA.Conference paper Robert, N., & Tremblay, R. (1998, May). Earthquake induced forces in tension-only concentrically braced steel frames [Paper]. 6th U.S. National Conference on Earthquake Engineering, Seattle, WA, USA.Conference paper 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.Conference paper 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.Conference paper Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., & Tremblay, R. (1998, June). Experimental research using the earthquake simulation facility at École Polytechnique in Montréal [Paper]. 2nd Structural Speciality Conference, Halifax, N.S., Canada.Conference paper 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.
- 1997
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.
- 1996
Conference paper 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.Conference paper 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.Conference paper 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.Conference paper 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.Conference paper Filiatrault, A., Tremblay, R., Thoen, B., & Rood, J. (1996, June). Second generation earthquake simulation system in Canada: description and performance [Paper]. 11th world conference on earthquake engineering, Acapulco, Mexico (8 pages).Conference paper Tremblay, R., & Filiatrault, A. (1996, January). Shake table tests of retrofitted steel moment resisting frames [Paper]. 1st CSCE structural speciality conf, Edmonton, Alberta.Conference paper Tremblay, R., & Legault, P. (1996, January). Torsional behaviour of built-up crane runaway girders [Paper]. 1st CSCE structural speciality conf, Edmonton, Alberta, Canada.
- 1995
Conference paper 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.
- 1994
Conference paper 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.Conference paper 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.
- 2025
- Books (1)
- 2000
Book Mazzolani, F. M., & Tremblay, R. (2000). 3rd International Conference on the Behaviour of Steel Structures in Seismic Areas (STELLA 2000).
- 2000
- Book chapters (2)
- 2001
Book chapter Tremblay, R. (2001). Conception parasismique, Ch. 4. In Code canadien sur le calcul des ponts routiers .
- 1998
Book chapter 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 (pp. 103-118).
- 2001
- Patents (1)
- 2012
Patent Tremblay, R., & Christopoulos, C. (2012). Self-centering energy dissipative brace apparatus with tensioning elements. (Patent no. US8250818).
- 2012
- Reports (57)
- 2013
Report 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).Report Willem, X., & Tremblay, R. (2013). Essais sur ancrages pour panneaux en béton Ductal© fabriqués par Bétons Génial Inc. (Technical Report n° ST13-02).Report Leclerc, M., & Tremblay, R. (2013). Pull tests on aquadis faucet plastic inlets. (Technical Report n° ST13-04).Report 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).Report 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).Report 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).Report 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).
- 2011
Report 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).Report Tremblay, R., & Willem, X. (2011). Essais de compression sur 14 colonnes d'aluminum distribuée par Colonial Elegance. (Technical Report n° ST11-02-F).Report Tremblay, R., & Leclerc, M. (2011). Seismic testing of tibertral wall panels. (Technical Report n° ST11-06).
- 2008
Report 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).Report 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).
- 2007
Report Charron, J.-P., Massicotte, B., Tremblay, R., Knoval, V., & Ghali, A. (2007). Concorde bridge collapse. (Technical Report n° SR07-06).
- 2002
Report Tremblay, R. (2002). Down aisle testing of rack structures strengthened with damotech base systems. (Technical Report n° 02-38).Report Tremblay, R. (2002). Essais de développement d'un transmetteur de chocs sismiques. (Technical Report n° 02-11).Report 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).Report 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).Report 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).Report Tremblay, R. (2002). Push-out tests on steel member - concrete floor assemblies for composite action. (Technical Report n° 01-15).
- 2001
Report 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).Report Tremblay, R. (2001). Effondrement partiel de la charpente d'acier d'un entrepôt à Brossard, Québec. (Technical Report).Report Tremblay, R. (2001). Essais de cisaillement sur diaphragmes de toit en acier munis d'un dispositif de renfort. (Technical Report n° 01-01).Report Tremblay, R. (2001). Essais de flexion sur poutres de bois. (Technical Report n° 01-04).Report 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).Report 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).Report 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).Report Bouatay, N., & Tremblay, R. (2001). Seismic design and response of multi-storey braced steel frames designed according to NBC 2004. (Technical Report).Report Nedisan, C., Tremblay, R., & Rogers, C. (2001). Seismic design of single-storey steel structures - comparative study of base shears: NBC1995 vs NBC2004. (Technical Report).Report Tremblay, R. (2001). Sélection de mouvements sismiques du sol pour analyses sismiques temporelles. (Technical Report).Report 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).
- 2000
Report Tremblay, R., Mitchell, D., Labbé, J., & Prévost, J. (2000). Causes techniques de l'effondrement des poutres d'étagement du boulevard du Souvenir. (Technical Report).Report 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).Report 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).Report 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).Report 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).Report 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).Report Rogers, C., & Tremblay, R. (2000). Inelastic seismic response of frame and sidelap fasteners for steel roof decks. (Technical Report n° 00-09).Report 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).Report 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).Report 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).
- 1999
Report Tremblay, R. (1999). Bâtiments Jardins-Mérite Beauport - Évaluation de la résistance et de la rigidité du tablier métallique du toit. (Technical Report).Report 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).Report 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).Report 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).Report Tremblay, R., & Rogers, C. (1999). Reconnaissance report on the september 21, 1999 Chi-Chi (Taiwan) earthquake. (Technical Report).
- 1998
Report Report 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).Report Tremblay, R., & Degrange, G. (1998). Push-out tests on a proposed hambro joist top chord. (Technical Report n° 98-11).Report Tremblay, R., & Degrange, G. (1998). Vérification expérimentale d'un système de contreventement avec diagonales latéralement supportées. (Technical Report n° 98-10).
- 1997
Report Filiatrault, A., & Tremblay, R. (1997). Characterization tests of shapia seismic damper. (Technical Report n° 97-02).Report Tremblay, R. (1997). Étude préliminaire des contraintes dans les haubans du pont du Casino de Montréal. (Technical Report).Report Filiatrault, A., & Tremblay, R. (1997). Shake table tests of shapia seismic damper. (Technical Report n° 97-04).
- 1996
Report 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).
- 1995
Report 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).Report 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).Report Filiatrault, A., & Tremblay, R. (1995). Présentation du simulateur sismique du laboratoire de structures. (Technical Report n° EPM-GCS-95-12).
- 1994
Report Tremblay, R. (1994). EQDES : a computer program for the assessment of seismic risk. (Technical Report n° EPM-GCS-94-14).
- 2013