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.
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Tremblay, Robert

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Tremblay, Robert
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Robert Tremblay (384)
- Articles de revue (146)
- 2023
Article de revue Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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).Article de revue 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, 17 pages.
- 2021
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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).Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue Beland, T., Bradley, C. R., Nelson, J., Sizemore, J. G., Davaran, A., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Experimental Parametric Characterization of Bolted Angle Connection Behavior. Journal of Structural Engineering, 146(8), 17 pages.Article de revue Beland, T., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections. Journal of Structural Engineering, 146(8), 14 pages.Article de revue Beland, T., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Rotational Capacity of Bolted Double-Web-Angle Beam-Column Gravity Connections through Full-Scale Experimental Testing. Journal of Structural Engineering (United States), 146(7), 11 pages.
- 2019
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (2018). Seismic assessment of existing steel chevron braced frames. Journal of Structural Engineering, 144(6), 15 pages.Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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).Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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).Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue Davaran, A., Gelinas, A., & Tremblay, R. (2015). Inelastic buckling analysis of steel X-bracing with bolted single shear lap connections. Journal of Structural Engineering, 141(8), 14 pages.Article de revue 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.Article de revue 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
Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue Saatcioglu, M., Palermo, D., Ghobarah, A., Mitchell, D., Simpson, R., Adebar, P., Tremblay, R., Ventura, C., & Hong, H. (2013). Performance of reinforced concrete buildings during the 27 February 2010 Maule (Chile) earthquake. Canadian Journal of Civil Engineering, 40(8), 693-710.Article de revue Saatcioglu, M., Tremblay, R., Mitchell, D., Ghobarah, A., Palermo, D., Simpson, R., Adebar, P., Ventura, C., & Hong, H. (2013). Performance of steel buildings and nonstructural elements during the 27 February 2010 Maule (Chile) Earthquake. Canadian Journal of Civil Engineering, 40(8), 722-734.Article de revue Tapia, H., Tena, A. C., & Tremblay, R. (2013). Rigidez lateral, resistencia y balance de cargas en marcos de acero contraventeados. Revista Internacional de ingenieria de estructuras, 18(1), 1-23.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue Lamarche, C., & Tremblay, R. (2011). Seismically induced cyclic buckling of steel columns including residual-stress and strain-rate effects. Journal of Constructional Steel Research, 67(9), 1401-1410.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue Mitchell, D., Paultre, P., Tinawi, R., Saatcioglu, M., Tremblay, R., Elwood, K., Adams, J., & Devall, R. (2010). Evolution of Seismic Design Provisions in the National Building Code of Canada. Canadian Journal of Civil Engineering, 37(9), 1157-1170.Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue Tremblay, R., & Poncet, L. (2007). Improving the seismic stability of concentrically braced steel frames. Engineering Journal, 44(2), 103-116.Article de revue 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
Article de revue Tremblay, R., & Mitchell, D. (2006). Collapse During Construction of a Precast Girder Bridge. Journal of Performance of Constructed Facilities, 20(2), 113-125.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue Aguero, 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.Article de revue 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
Article de revue 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.Article de revue Tremblay, R. (2005). Fundamental periods of vibration of braced steel frames for seismic design. Earthquake Spectra, 21(3), 833-860.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue Mitchell, D., Tremblay, R., Karacabeyli, E., Paultre, P., Saatcioglu, M., & Anderson, D. L. (2004). Reply to the Discussion by K.a. Harries on "Seismic Force Modification Factors for the Proposed 2005 Edition of the National Building Code of Canada". Canadian Journal of Civil Engineering, 31(2), 395-396.Article de revue 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
Article de revue Tremblay, R. (2003). Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames. Engineering Journal, 40(2), 111-129.Article de revue 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.Article de revue 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.Article de revue 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.Article de revue Mitchell, D., Tremblay, R., Karacabeyli, E., Paultre, P., Saatcioglu, M., & Anderson, D. L. (2003). Seismic Force Modification Factors for the Proposed 2005 Edition of the National Building Code of Canada. Canadian Journal of Civil Engineering, 30(2), 308-327.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue Tremblay, R. (2002). Inelastic Seismic Response of Steel Bracing Members. Journal of Constructional Steel Research, 58(5-8), 665-701.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue Tremblay, R. (2001). Seismic Behavior and Design of Concentrically Braced Steel Frames. Engineering Journal, 38(3), 148-166.Article de revue 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
Article de revue Filiatrault, A., Tremblay, R., & Kar, R. (2000). Performance Evaluation of Friction Spring Seismic Damper. Journal of Structural Engineering, 126(4), 491-499.Article de revue 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
Article de revue 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
Article de revue Filiatrault, A., & Tremblay, R. (1998). Design of Tension-Only Concentrically Braced Steel Frames for Seismic Induced Impact Loading. Engineering Structures, 20(12), 1087-1096.Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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
Article de revue 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.Article de revue 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.Article de revue 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.Article de revue 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
Article de revue Mitchell, D., Devall, R. H., Saatcioglu, M., Simpson, R., Tinawi, R., & Tremblay, R. (1995). Damage to concrete structures due to the 1994 northridge earthquake. Canadian Journal of Civil Engineering, 22(2), 361-377.Article de revue 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.
- 2023
- Communications de conférence (177)
- 2022
Communication de conférence Hariri, B., & Tremblay, R. (mai 2022). Effective Steel Braced Frames for Tall Building Applications in High Seismic Regions [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania.Communication de conférence Ilkhechi, M. K., Davaran, A., Lamarche, C. P., & Tremblay, R. (mai 2022). Experimental Investigation of the Diaphragm Behavior of a New Deep Steel Deck Profile with Flange and Web Stiffeners [Communication écrite]. Canadian Society of Civil Engineering Annual Conference, Whistler, BC, Canada.Communication de conférence Comeau, C., Cano, P., Imanpour, A., & Tremblay, R. (mai 2022). Seismic Behaviour and Design of Chevron Multitiered Concentrically Braced Frames [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania.Communication de conférence Comeau, C., Cano, P., Tremblay, R., & Imanpour, A. (mai 2022). Seismic Response of Two-Bay Steel Multi-Tiered Concentrically Braced Frames [Communication écrite]. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania.
- 2021
Communication de conférence Rahmzadeh, A., Alam, M. S., & Tremblay, R. (mai 2021). Characterization of the Lateral Response of Base Rocking Steel Bridge Piers [Communication écrite]. CSCE annual Conference 2021.Communication de conférence Daneshvar, P., Dehghani, M., Bouaanani, N., Tremblay, R., & Léger, P. (septembre 2021). Effects of ground motion event-type on structural response due to the influence of higher modes [Communication écrite]. 17th World Conference on Earthquake Engineering, Sendai, Japan (9 pages).
- 2020
Communication de conférence Béland, T., Tremblay, R., Fahnestock, L. A., & Hines, E. M. (septembre 2020). Contribution of the gravity beam-column connections to the seismic reserve capacity of steel buildings [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 pages).Communication de conférence Wang, C. S., González Ureña, A., Afifi, M., Rudman, A., Tremblay, R., & Rogers, C. A. (septembre 2020). Conventional Construction Steel Braces with Bearing Plate Energy Dissipation [Communication écrite]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages).Communication de conférence Afifi, M., Tremblay, R., & Rogers, C. A. (septembre 2020). Slotted-Hidden-Gap (Shg) Brace Connections For Square Hollow Structural Sections For Seismic Applications [Communication écrite]. 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 pages).Communication de conférence Alam, M. S., Tremblay, R., Islam, K., Rahmzadeh, A., Hossain, F., & King, P. (septembre 2020). Use of rocking steel piers for enhanced seismic performance of bridges [Communication écrite]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages).
- 2019
Communication de conférence Fronteddu, P. G., Léger, P., & Tremblay, R. (juin 2019). Consideration of accidental torsion in seismic design of buildings according to NBCC [Communication écrite]. 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages).Communication de conférence Tremblay, R., & Faraji, K. (septembre 2019). Multi-story truss moment frames equipped with friction dampers and self-centering system for enhanced seismic performance [Communication écrite]. 20th IABSE Congress, New York City 2019: The Evolving Metropolis, New York City, NY, United states. Publié dans Report (IABSE Symposium), 115.Communication de conférence Rahmzadeh, A., Hossain, F., Islam, K., Alam, M. S., & Tremblay, R. (juin 2019). Numerical investigation of the lateral response of single and double controlled rocking steel bridge piers [Communication écrite]. Canadian Society for Civil Engineering Annual Conference (CSCE 2019), Laval, QC, Canada.Communication de conférence Bussières, C., Tremblay, R., & Léger, P. (juin 2019). Seismic torsional response on steel BRB frames: inelastic modeling and code design provisions [Communication écrite]. 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages).
- 2018
Communication de conférence Brunet, F., & Tremblay, R. (juin 2018). Comparison of canadian seismic design provisions for tall braced steel frames in heavy industrial applications [Communication écrite]. 6th International Structural Specialty Conference, Fredericton, NB, Canada.Communication de conférence Tremblay, R., Daneshvar, P., Dehghani, M., Léger, P., & Bouaanani, N. (juillet 2018). Guidelines for the selection and scaling of ground motion time histories for performance-based seismic design of bridges in accordance with CSA S6-14 [Communication écrite]. 10th International Conference on Short and Medium Span Bridges, Québec, QC.
- 2017
Communication de conférence Koval, V., Christopoulos, C., & Tremblay, R. (septembre 2017). A new pulse-based E-R- method for predicting the peak seismic response of highly nonlinear bridge structures [Communication écrite]. 39th IABSE Symposium : Engineering the Future, Vancouver, BC.Communication de conférence Imanpour, A., Leclerc, M., Siguier, R., & Tremblay, R. (septembre 2017). Application of hybrid simulation for the evaluation of the buckling response of steel braced frame columns [Communication écrite]. 8th European Conference on Steel and Composite Structures (EUROSTEEL 2017), Copenhagen, Denmark. Publié dans ce/papers, 1(2-3).Communication de conférence Leroux, M., Tremblay, R., & Léger, P. (janvier 2017). A simplified method for preliminary assessment of seismic forces in isolated highway bridges with massive piers [Communication écrite]. 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (9 pages).Communication de conférence Breton, N., & Tremblay, R. (septembre 2017). Examination of the Canadian provisions for the seismic stability of steel structures [Communication écrite]. 8th European Conference on Steel and Composite Structures (EUROSTEEL 2017), Copenhagen, Denmark. Publié dans ce/papers, 1(2-3).Communication de conférence Toutant, G., Minouei, Y. B., Imanpour, A., Koboevic, S., & Tremblay, R. (avril 2017). Stability of Steel Columns in Steel Concentrically Braced Frames Subjected to Seismic Loading [Communication écrite]. Structures Congress 2017, Denver, CO.
- 2016
Communication de conférence Imanpour, A., Lignos, D., Clifton, C., & Tremblay, R. (octobre 2016). Comparison of seismic design requirements for steel moment resisting frames with emphasis on stability of columns in North America, New Zealand, and Europe [Communication écrite]. 11th Pacific Structural Steel Conference, Shanghai, China.Communication de conférence Ali, A. I., & Tremblay, R. (juin 2016). Seismic design procedure for steel multi-tiered concentrically braced frames beyond CSA S16 limit [Communication écrite]. Canadian Society for Civil Engineering Annual Conference 2016: Resilient Infrastructure, London, ON, Canada.Communication de conférence Tremblay, R., Mottier, P., & Rogers, C. (juin 2016). Seismic retrofit of existing low-rise steel buildings in eastern Canada using rocking braced frame system [Communication écrite]. Canadian Society for Civil Engineering Annual Conference 2016 : Resilient Infrastructure, London, ON, Canada.
- 2015
Communication de conférence Haddad, M., Tremblay, R., Chen, L., & Tirca, L. (mai 2015). Cracking and Fracture of HSS Braces under Cyclic Loading [Communication écrite]. 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), Crete Island, Greece.Communication de conférence Beland, T., Tremblay, R., Fahnestock, L. A., Hines, E. M., Bradley, C. R., Sizemore, J. G., & Davaran, A. (août 2015). Experimental investigation of the cyclic response of bolted angles in gravity beam-column connections for enhanced seismic performance [Communication écrite]. Joint 6th International Conference on Advances in Experimental Structural Engineering (AESE 2015) and 11th International Workshop on Advanced Smart Materials and Smart Structures Technology, (ANCRiSST 2015), Urbana-Champaign, IL (8 pages).Communication de conférence Luu, H., Léger, P., & Tremblay, R. (juillet 2015). Seismic evaluation of RC shear wall buildings subjected to high frequency content earthquakes [Communication écrite]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages).Communication de conférence Tremblay, R., Atkinson, G., Bouaanani, N., Daneshvar, P., Léger, P., & Koboevic, S. (juillet 2015). Selection and scalling of ground motion time histories for seismic analysis using NBCC 2015 [Communication écrite]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages).Communication de conférence Luabeya-Mukendi, P., Léger, P., & Tremblay, R. (juillet 2015). Selection scaling and application of ground motion records to assess the nonlinear seismic performance of buildings located in Eastern North America [Communication écrite]. 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages).
- 2014
Communication de conférence Imanpour, A., Tremblay, R., & Davaran, A. (avril 2014). A new seismic design method for steel multi-tiered braced frames [Communication écrite]. Structures Congress 2014, Boston, MA, United states.Communication de conférence Nelson, J., Davaran, A., Beland, T., Bradley, C., Hines, E. M., Tremblay, R., & Fahnestock, L. A. (avril 2014). Cyclic experimental behavior of angles and applications for connection design and modeling [Communication écrite]. Structures Congress 2014, Boston, MA, United states.Communication de conférence Trudel-Languedoc, S., Tremblay, R., & Rogers, C. A. (juillet 2014). Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states.Communication de conférence Beland, T., Bradley, C., Nelson, J., Davaran, A., Hines, É. M., Tremblay, R., & Fahnestock, L. A. (avril 2014). Experimental behavior of bolted angles and beam-to-column connections [Communication écrite]. Structures Congress 2014, Boston, MA, United states.Communication de conférence Davaran, A., Tremblay, R., Beland, T., Fahnestock, L. A., & Hines, E. M. (avril 2014). Experimental behavior of low-ductility brace connection limit states [Communication écrite]. Structures Congress 2014, Boston, MA, United states.Communication de conférence Moreau, R., Rogers, C. A., & Tremblay, R. (juillet 2014). Inelastic performance of the "Modified-Hidden-Gap" connection for square HSS brace members [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states.Communication de conférence Bradley, C., Sizemore, J., Nelson, J., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (avril 2014). Large-scale testing of low-ductility, concentrically-braced frames [Communication écrite]. Structures Congress 2014, Boston, Mass., USA.Communication de conférence Davaran, A., Decaen, S., & Tremblay, R. (juillet 2014). Numerical simulation of the seismic response of steel x-braced frames with single shear bolted connections [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states.Communication de conférence Fahnestock, L. A., Hines, E. M., Tremblay, R., Bradley, C., Nelson, J., Beland, T., Davaran, A., & Sizemore, J. (juillet 2014). Reserve capacity and implications for seismic collapse prevention for low-ductility braced frames in moderate seismic regions [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states.Communication de conférence Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (juillet 2014). Seismic assessment and rehabilitation of existing steel braced frames designed in accordance with the 1980 Canadian code provisions [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states.Communication de conférence Sizemore, J., Davaran, A., Fahnestock, L., Tremblay, R., & Hines, E. (avril 2014). Seismic behavior of low-ductility concentrically-braced frames [Communication écrite]. Structures Congress 2014, Boston, Mass., USA.Communication de conférence Imanpour, A., Auger, K., & Tremblay, R. (septembre 2014). Seismic design of multi-tiered steel braced frames including the contribution from gravity columns [Communication écrite]. 12th International Conference on Computational Structures Technology, Naples, Italy.Communication de conférence Imanpour, A., & Tremblay, R. (juillet 2014). Seismic performance evaluation and design of multi-tiered steel concentrically braced frames [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states.Communication de conférence Jaworski, J., Léger, P., & Tremblay, R. (juin 2014). Seismic safety assessment of pile supported long span highway bridges: non homogeneous soil conditions and multiple support excitations [Communication écrite]. IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Portugal.Communication de conférence Luu, H., Léger, P., & Tremblay, R. (juin 2014). Seismic shear demand of moderately ductile RC shear walls considering higher mode effects [Communication écrite]. IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Porgual.
- 2013
Communication de conférence Gélinas, A., Tremblay, R., & Ravaran, A. (mai 2013). Buckling response of bolted mid-connections in steel X-Bracing [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec.Communication de conférence Erochko, J., Christopoulos, C., & Tremblay, R. (juin 2013). Detailed component modelling of a self-centering energy dissipative brace system [Communication écrite]. 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2013) & 4th ECCOMAS thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Kos Island, Greece.Communication de conférence Moreau, R., Rogers, C., & Tremblay, R. (mai 2013). Experimental testing of conventional HSS slotted tube-to-gusset plate connections loaded under static and dynamic strain rates [Communication écrite]. Canadian Society for Civil Engineering, CSCE 2013. Annual Conference, Montréal, Québec.Communication de conférence Mirzaei, A., Rogers, C. A., & Tremblay, R. (septembre 2013). Finite element modelling of shear tab connections including damage simulation [Communication écrite]. 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa.Communication de conférence Mirzaei, A., Rogers, C. A., & Tremblay, R. (mai 2013). Full-scale testing of shear tab connections subjected to combined axial and shear forces [Communication écrite]. Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec.Communication de conférence Bakhti, F., Tremblay, R., & Rogers, C. A. (septembre 2013). In-plane shear flexibility evaluation of fastened steel flat plate by numerical simulation considering the interaction between connectors and thin plate [Communication écrite]. 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa.Communication de conférence Pietraszek, P., Léger, P., & Tremblay, R. (mai 2013). Pile foundation modelling for seismic analysis of highway bridges using the beam on a nonlinear Winkler foundation approach [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec.Communication de conférence Luu, H., Léger, P., & Tremblay, R. (mai 2013). Seismic behaviour of moderately ductile shear walls located in Eastern North America [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec.Communication de conférence Balazadeh-Minouei, Y., Koboevic, S., & Tremblay, R. (mai 2013). Seismic evaluation of existing steel braced frames designed in accordance with the 1980 Canadian code requirements using nonlinear time history analysis [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec.Communication de conférence Imanpour, A., Stoakes, C., Tremblay, R., Fahnestock, L., & Davaran, A. (mai 2013). Seismic stability response of columns in multi-tiered braced steel frames for industrial applications [Communication écrite]. Structures Congress 2013: Bridging Your Passion with Your Profession, Pittsburgh, PA, United states.Communication de conférence Tremblay, R., Davaran, A., & Gelinas, A. (mai 2013). Stability of x-bracing systems with traditional bolted connections [Communication écrite]. Structures Congress 2013: Bridging Your Passion with Your Profession, Pittsburgh, PA, United states.
- 2012
Communication de conférence Dehghani, M., & Tremblay, R. (janvier 2012). Development of Standard Dynamic Loading Protocol for Buckling-Restrained Braced Frames [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile.Communication de conférence Roufegarinejad, A., & Tremblay, R. (janvier 2012). Finite Element Modeling of the Inelastic Cyclic Response and Fracture Life of Square Tubular Steel Bracing Members Subjected to Seismic Inelastic Loading [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile.Communication de conférence Jiang, Y., Balazadeh-Minouei, Y., Tremblay, R., Koboevic, S., & Tirca, L. (janvier 2012). Seismic Assessment of Existing Steel Braced Frames Designed in Accordance With the 1980 Canadian Code Provisions [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile.Communication de conférence Gelinas, A., Tremblay, R., & Davaran, A. (mars 2012). Seismic behaviour of steel HSS X-bracing of the conventional construction category [Communication écrite]. Structures Congress 2012, Chicago, IL, United states.Communication de conférence Imanpour, A., Tremblay, R., & Davaran, A. (janvier 2012). Seismic Performance of Steel Concentrically Braced Frames With Bracing Members Intersecting Columns Between Floors [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile.Communication de conférence El-Sokkary, H., Galal, K., Ghorbanirenani, I., Léger, P., Tremblay, R., & Leclerc, M. (mai 2012). Shake table tests on FRP-rehabilitated RC shear walls [Communication écrite]. 6th International Conference on Advanced Composite Materials in Bridges and Structures, ACMBS-VI, Kingston, Ontario, Canada.Communication de conférence Koboevic, S., Rozon, J., & Tremblay, R. (septembre 2012). The impact of seismic response of outer beams, braces and columns on global seismic behaviour of chebron-type eccentrically braced frames [Communication écrite]. 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
- 2011
Communication de conférence Massarelli, R., Franquet, J., Shrestha, K., Tremblay, R., & Rogers, C. A. (septembre 2011). Dynamic tests of 0.76 to 1.21 mm steel deck diaphragms for single-storey buildings [Communication écrite]. 6th International Conference on Thin Walled Structures, Timisoara, Romania.Communication de conférence Leclerc, M., Molinari, M., Bouaanani, N., Tremblay, R., Léger, P., & Bursi, O. (juin 2011). Effective strategies for real time hybrid simulation of near seismic collapse response of moment resisting frames [Communication écrite]. American Control Conference, ACC 2011, San Francisco, California, USA.Communication de conférence Tremblay, R. (juin 2011). Evolution of the Canadian seismic design provisions for steel structures since 1989 [Communication écrite]. Annual Conference of the Canadian Society for Civil Engineering 2011, CSCE 2011, Ottawa, ON, Canada.Communication de conférence Marosi, M., D'Aronco, M., Tremblay, R., & Rogers, C. A. (août 2011). Multi-row bolted beam to column shear tab connections [Communication écrite]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary.Communication de conférence Tremblay, R., St-Onge, E., Rogers, C. A., Morrison, T., Légeron, F., Desjardins, E., Tirca, L., Gray, M. G., Christopoulos, C., & Packer, J. (août 2011). Overview of ductile seismic brace fuse systems in Canada [Communication écrite]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary.Communication de conférence Richard, J., Koboevic, S., & Tremblay, R. (mai 2011). Seismic design and response of heavy industrial steel buildings [Communication écrite]. 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2011), Corfu, Greece.Communication de conférence Tremblay, R., & Rogers, C. A. (septembre 2011). Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms : a Canadian perspective [Communication écrite]. 6th International Conference on Thin Walled Structures, Timisoara, Romania.Communication de conférence Richard, J., Koboevic, S., & Tremblay, R. (septembre 2011). Seismic response of irregular industrial steel buildings [Communication écrite]. 6th European Workshop on the seismic behaviour of irregular and complex structures, Technion, Haifa, Israel.Communication de conférence Tremblay, R., & Elghazouli, A. (août 2011). Steel concentrically braced frames : Comparison between Canadian and Europan seismic design provisions [Communication écrite]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary.Communication de conférence Luu, H. Q., Ghorbanirenani, I., Léger, P., & Tremblay, R. (juillet 2011). Structural dynamics of slender ductile reinforced concrete shear walls [Communication écrite]. 8th International Conference on Structural Dynamics, EURODYN 2011, Leuven, Belgium.
- 2010
Communication de conférence Léger, P., Kervégant, G., & Tremblay, R. (juillet 2010). Incremental dynamic analysis of nonlinear structures : selection of input ground motions [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont..Communication de conférence Koboevic, S., Guilini-Charrette, K., Castonguay, P. X., & Tremblay, R. (juillet 2010). Influence of ground motion selection and scaling to the seismic response of building structures [Communication écrite]. 9th US National and 10 th Canadian Conference on Earthquake Engineering, Toronto, On. Canada.Communication de conférence Gagnon, D., Léger, P., Tremblay, R., & Latendresse, V. (juillet 2010). Pile foundations modeling for seismic analysis of highway bridges located in Eastern North America [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont..Communication de conférence Dion, C., Bouaanani, N., Tremblay, R., Lamarche, C.-P., & Leclerc, M. (juillet 2010). Real-time hybrid testing of seismic protective systems for bridge structures [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont..Communication de conférence Koboevic, S., Le Bec, A., & Tremblay, R. (août 2010). Seismic behavior of reinforced concrete ductile shear walls on rocking foundations [Communication écrite]. 14th European Conference on Earthquake Engineering, Ohrid, République de Yougoslavie.Communication de conférence Tremblay, R., Castonguay, P. X., Guilini-Charrette, K., & Koboevic, S. (mai 2010). Seismic force demand on brace connections of conventional construction braced steel frames designed according to Canadian seismic provisions [Communication écrite]. Structures Congress 2010 (ASCE), Orlando, Florida, USA.Communication de conférence Ghorbanirenani, I., Tremblay, R., El-Sokkary, H., Galal, K., Léger, P., & Leclerc, M. (juillet 2010). Shake table tests and repair of ductile slender reinforced concrete shear wall [Communication écrite]. 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont..Communication de conférence Tremblay, R., Bouaanani, N., Dion, C., Lamarche, C.-P., & Leclerc, M. (mai 2010). Simulations hybrides en temps réel sur ponts équipés de systèmes de protection sismique fabriqués au Québec [Communication écrite]. 17e Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec.
- 2009
Communication de conférence Tremblay, R., Léger, P., Rogers, C., Bouaanani, N., Massicotte, B., Khaled, A., & Lamarche, C.-P. (octobre 2009). Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques [Communication écrite]. 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco, California.Communication de conférence Koboevic, S., Rozon, J., & Tremblay, R. (août 2009). Relation between global and local indicators of the performance of eccentrically braced frames under seismic loads [Communication écrite]. International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA.Communication de conférence Richard, J., Tremblay, R., Koboevic, S., & MacCrimmon, R. A. (août 2009). Seismic analysis and design approaches for crane-supporting steel structures [Communication écrite]. International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA.Communication de conférence Tremblay, R., Castonguay, P. X., Guilini-Charette, K., & Koboevic, S. (avril 2009). Seismic performance of conventional construction braced steel frames designed according to canadian seismic provisions [Communication écrite]. Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role, Austin, TX, United states.
- 2008
Communication de conférence Lamarche, C. P., & Tremblay, R. (avril 2008). Accounting for residual stresses in the seismic stability of nonlinear beam-column elements with cross-section fiber discretization [Communication écrite]. 2008 Annual Stability Conference.Communication de conférence Kassis, D., & Tremblay, R. Brace fuse system for cost-effective design of low-rise steel buildings [Communication écrite]. CSCE 2008 Annual Conference, Québec.Communication de conférence Lamarche, C.-P., Leclerc, M., Tremblay, R., Léger, P., Bouaanani, N., Koboevic, S., & Bursi, O. (octobre 2008). Comparison between real time nonlinear seismic hybrid and shake table testing techniques [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.Communication de conférence Choi, H., Erochko, J., Christopoulos, C., & Tremblay, R. (octobre 2008). Comparison of the seismic response of steel buildings incorporating self-centering energy dissipative braces [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.Communication de conférence Mansour, N., Shen, Y., Christopoulos, C., & Tremblay, R. (octobre 2008). Cyclic experimental evaluation of nonlinear replaceable links in eccentrically braced frames and moment resisting frames [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.Communication de conférence Tremblay, R., Rogers, C., Lamarche, C.-P., Nedisan, C., Franquet, J., Masarelli, R., & Shrestha, K. (octobre 2008). Dynamic seismic testing of large size steel deck diaphragm low-rise building applications [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.Communication de conférence Léger, P., & Tremblay, R. (octobre 2008). Earthquake ground motions for seismic damage assessment and re-evaluation of existing buildings and critical facilities [Communication écrite]. NATO Advanced Research Workshop on Damage assessment and reconstruction after natural disasters and military activities, Sarajevo, Bosnia and Herzegovinia.Communication de conférence Sideris, P., Filiatrault, S., Leclerc, M., & Tremblay, R. (octobre 2008). Experimental performance evaluation of inclined shelving for steel pallet type storage racks [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.Communication de conférence De Oliveira, J.-C., Christopoulos, C., Packer, J. A., Tremblay, R., & Gray, M. G. (octobre 2008). Full-scale experimental validation of standardized seismic-resistant cast steel brace connectors [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.Communication de conférence Rogers, C., & Tremblay, R. Impact of diaphragm behaviour on the seismic design of low-rise steel buildings [Communication écrite]. North American Steel Construction Conference, Nashville, TN.Communication de conférence Tremblay, R., Haddad, M., Martinez, G., Richard, J., & Moffatt, K. (octobre 2008). Inelastic cyclic testing of large size steel bracing members [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.Communication de conférence Ghorbanirenani, I., Tremblay, R., Léger, P., & Palermo, D. Inelastic seismic evaluation of slender shear walls designed according to CSA-A23.3-04 and NBCC 2005 [Communication écrite]. CSCE 2008 Annual Conference, Québec.Communication de conférence Tremblay, R. (avril 2008). Influence of brace slenderness on the fracture life of rectangular tubular steel bracing members subjected to seismic inelastic loading [Communication écrite]. ASCE Structures Congress, Vancouver, B.C..Communication de conférence Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., René, V., Fronteddu, L., & Rivest, S. (octobre 2008). Innovative viscously damped rocking braced steel frames [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.Communication de conférence Christopoulos, C., Tremblay, R., Erochko, J., & Choi, H. Response of 2-D and 3-D buildings incorporating buckling-restrained and self-centering bracing systems [Communication écrite]. CSCE 2008 Annual Conference, Québec.Communication de conférence Martinez-Saucedo, G., Tremblay, R., & Packer, J. A. (octobre 2008). Seismic response of circular hollow section braces with slotted end connections [Communication écrite]. 12th International Symposium on Tubular Structures, Shanghai, China.Communication de conférence Tremblay, R., Ghorbanirenami, I., Velev, N., Léger, P., Leclerc, M., Koboevic, S., Bouaanani, N., Galal, K., & Palermo, D. (octobre 2008). Seismic response of multi-storey reinforced concrete walls subjected to eastern North America high frequency ground motions [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.Communication de conférence Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., Fronteddu, L., & Rivest, S. Seismic response of viscously damped rocking braced steel frames for building structures [Communication écrite]. CSCE 2008 Annual Conference, Québec.Communication de conférence Rozon, J., Koboevic, S., & Tremblay, R. (octobre 2008). Study of global behaviour of eccentrically braced frames in response to seismic loads [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.
- 2007
Communication de conférence Tremblay, R., Christopoulos, C., Kim, H.-J., & Lacerte, M. (juin 2007). An innovative bracing member system with self-centering capabilities for improved seismic performance [Communication écrite]. 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada.Communication de conférence Khaled, A., Tremblay, R., & Massicotte, B. (janvier 2007). Comportement des piles rectangulaires de ponts sous l'effet des mouvements sismiques multidirectionnels [Communication écrite]. 14ième Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec, Canada.Communication de conférence Braconi, A., Salvatore, W., & Tremblay, R. (juin 2007). Partial-strength beam-to-column composite joints for seismic applications : behavior, modeling and parametric analysis [Communication écrite]. XII Annual Convention on Earthquake Engineering, Pisa, Italy.Communication de conférence Tremblay, R. (janvier 2007). Seismic design of steel structures according to canadian codes [Communication écrite]. 9th International Symposium on Steel Structures, San Luis Potosi, Mexico.Communication de conférence Izvernari, C., Lacerte, M., & Tremblay, R. (juin 2007). Seismic performance of multi-storey concentrically braced steel frames designed according to the 2005 Canadian seismic provisions [Communication écrite]. 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada.Communication de conférence Erochko, J., Christopoulos, C., & Tremblay, R. (juin 2007). Seismic response of an RC frame hospital building equipped with friction damping braces and with self-centering energy dissipative (SCED) braces [Communication écrite]. ECCOMAS Thematic Conference on Computational Methods in Structural Dynamcis and Earthquake Engineering, Crete, Greece.Communication de conférence Tremblay, R., & Christopoulos, C. (avril 2007). Self centering energy dissipating (SCED) seismic bracing [Communication écrite]. North american Steel Construction Conference, Nashville, TN.
- 2006
Communication de conférence Christopoulos, C., Kim, H.-J., Tremblay, R., & Lacerte, M. (août 2006). An Innovative Bracing Member with Flag-Shape Hysteretic Response for Enhanced Structural Seismic Performance [Communication écrite]. 5th International Conference STESSA, Yokohama, Japan.Communication de conférence Khaled, A., Tremblay, R., & Massicotte, B. (août 2006). Assessing the adequacy of the 30% combination rule in estimating the critical response of bridge piers under multi-directional earthquake components [Communication écrite]. 7th International Conference on Short and Medium Span Bridges, Montréal, Québec.Communication de conférence Li, X., Massicotte, B., & Tremblay, R. (janvier 2006). Effets des basses températures sur la performance de renforcements sismiques de piles de ponts par matériau composites externes [Communication écrite]. Treizième Colloque sur la progression de la recherche québécoise sur les ouvrages d'art, Québec, Canada.Communication de conférence Mastrogiuseppe, S., Rogers, C. A., Tremblay, R., & Nedisan, C. D. (octobre 2006). Influence of Non-Structural Components on Roof Diaphragm Stiffness of Single-Storey Steel Buildings [Communication écrite]. 18th International Specialty Conference on Cold Formed Steel Structures, Orlando, Florida.Communication de conférence Merzoug, S., & Tremblay, R. (avril 2006). Sismic Design of Dual Concentrically Braced Steel Frames for Stable Sismic Performance for Multi-Storey Buildings [Communication écrite]. 8th U.S. National Conference on Earthquake Engineering, San Francisco, CA.
- 2005
Communication de conférence Tremblay, R., & Merzouq, S. Assessment of seismic designforces in dual buckling restrained braced steel frames [Communication écrite]. 1st International Workshop on Advances in Steel Constructions, Ischia, Italy.Communication de conférence Tremblay, R., & Rogers, C. Influence of seismic design requirements and building period on the design of low-rise steel buildings [Communication écrite]. 4th International Conference on Advances in Steel Structures, Shanghai, China.Communication de conférence Tremblay, R., Velev, N., Merzouq, S., Blais, C., Leclerc, M., Léger, P., Massicotte, B., & Rogers, C. Multi-purpose earthquake simulation testing set-up for seismic force resisting systems of multi-storey buildings [Communication écrite]. 1st International conference on Advances in Experimental Structural Engineering, Nagoya, Japan.Communication de conférence Agüero, A., Izvernari, C., & Tremblay, R. Numerical comparison and optimization of force and displacement based elements for the analysis of the inelastic cyclic response of steel bracing members [Communication écrite]. 4th International Conference on Advances in Steel Structures, Shanghai, China.
- 2004
Communication de conférence Tremblay, R., Ben Ftima, M., & Sabelli, R. (janvier 2004). An innovative bracing configuration for improved seismic response [Communication écrite]. recent advances and new trends in structural design international colloquium, Timisoara, Romania.Communication de conférence Tremblay, R., & Merzouq, S. (janvier 2004). Dual buckling restrained braced steel frames for enhanced seismic response [Communication écrite]. Passive control symposium 2004, Japon.Communication de conférence Rogers, C. A., Tremblay, R., Yang, W., & Martin, E. (janvier 2004). Ductile design of steel roof deck diaphragms for earthquake resistance [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada.Communication de conférence Paultre, P., Proulx, J., Ventura, C., Tremblay, R., Rogers, C., Lamarche, C.-P., & Turek, M. (janvier 2004). Experimental investigation of low-rise steel buildings for efficient seismic design [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada.Communication de conférence Tremblay, R., & Poncet, L. (janvier 2004). Improving the seismic stability of concentrically braced steel frames [Communication écrite]. 2004 SSRC annual technical session & meeting, Structural stability research council, Long Beach, CA.Communication de conférence Tirca, L., & Tremblay, R. (janvier 2004). Influence of building height and ground motion type on the seismic behaviour of zipper concentrically braced steel frames [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada.Communication de conférence Poncet, L., & Tremblay, R. (janvier 2004). Influence of mass irregularity on the seismic design and performance of multi-storey braced steel frames [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada.Communication de conférence Salvatore, W., Braconi, A., Bursi, O. S., & Tremblay, R. (janvier 2004). Modelling of a partial-strength beam-to-column joint for high ductile steel-concrete composite frames [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada.Communication de conférence Tremblay, R. (janvier 2004). New canadian seismic design provisions for steel structures [Communication écrite]. 7th pacific structural steel conference, Long Beach, CA.Communication de conférence Bursi, O., Caramelli, S., Fabbrocino, G., Pinto, A., Salvatore, W., Taucer, F., Tremblay, R., & Zandonini, R. (janvier 2004). Pseudo-dynamic testing of a 3d full-scale high ductile steel-concrete composite MR frame at ELSA of JRC [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada.Communication de conférence Tremblay, R., Poncet, L., Bolduc, P., Neville, R., & DeVall, R. (janvier 2004). Testing and design of buckling restrained braces for canadian application [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada.
- 2003
Communication de conférence Tremblay, R., & Tirca, L. (juin 2003). Behaviour and Design of Multi-Storey Zipper Concentrically Braced Steel Frames for the Mitigation of Soft-Storey Response [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy.Communication de conférence Tremblay, R., Tirca, L., Bouchereau, R., Toupin, J. D., & Massicotte, B. (juin 2003). Flexural Demand on Partially-Encased Composite Columns in Multi-Storey Concentrically Braced Steel Frames [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy.Communication de conférence Tremblay, R., Martin, E., & Rogers, C. (juin 2003). Performance of Steel Roof Deck Diaphragms Under Simulated Earthquake Loading [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy.Communication de conférence Tremblay, R., Rogers, C. A., & Nedisan, C. Seismic Torsional Response of Single-Storey Steel Structures With Flexible Roof Diaphragms [Communication écrite]. Advances in Structures, Vols 1 and 2.
- 2002
Communication de conférence Tremblay, R., Rogers, C., Essa, H., & Martin, É. (janvier 2002). Dissipating seismic input energy in low-rise steel buildings through inelastic deformations in the metal roof deck diaphragm [Communication écrite]. 4th CSCE structural specialty conference, Montréal, Québec.Communication de conférence Peuler, M., Rogers, C. A., & Tremblay, R. (janvier 2002). Inelastic response of arc-spot welded deck-to-frame connections for steel roof deck diaphragms [Communication écrite]. 16th international specialty conference on cold formed steel structures, Orlando, FL.Communication de conférence Essa, H., Tremblay, R., & Rogers, C. (janvier 2002). Inelastic seismic response of metal roof deck diaphragms for steel buildings structures [Communication écrite]. 12th european conference earthquake engineering, London, England.Communication de conférence Tremblay, R., & Lacerte, M. (janvier 2002). Influence of the properties of bracing members on the seismic response of concentrically braced steel frames [Communication écrite]. 12th european conference earthquake engineering, London, England.Communication de conférence Tremblay, R., & Bouatay, N. (janvier 2002). Loading protocols for the seismic testing of ductile bracing members in concentrically braced steel frames [Communication écrite]. 12th european conference earthquake engineering, London, England.Communication de conférence Tremblay, R., Rogers, C., & Nedisan, C. (janvier 2002). Use of uniform hazard spectrum and computed period in the seismic design of single-storey steel structures [Communication écrite]. 7th U.S. national conference on earthquake engineering, Boston, MA.Communication de conférence Tremblay, R., Rogers, C. A., Gignac, P., & Degrange, G. (janvier 2002). Variables affecting the shear-bond resistance of composite floor deck systems [Communication écrite]. 16th international specialty conference on cold formed steel structures, Orlando, FL.
- 2001
Communication de conférence Bond, W. F., Rogers, C., & Tremblay, R. (janvier 2001). Seismic performance of arc-spot weld deck-to-frame connections [Communication écrite]. 3rd International conference on thin Wall Structures, Cracow, Poland.
- 2000
Communication de conférence Tremblay, R., Chicoine, T., Massicotte, B., Ricles, J., & Lu, W.-L. (janvier 2000). Compressive strength of large scale partially-encased composite stub columns [Communication écrite]. 2000 SSRC annual technical session & meeting, Memphis.Communication de conférence Tremblay, R., Chicoine, T., & Massicotte, B. (janvier 2000). Design equation for the axial load capacity of partially encased non-compact columns [Communication écrite]. Composite construction in steel and concrete IV, Banff, Canada.Communication de conférence Rogers, C., & Tremblay, R. (janvier 2000). Evaluation of steel roof diaphragm sidelap connections subjected to seismic loading [Communication écrite]. 7th International Symposium on Structural Failure and Plasticity (IMPLAST 2000), Melbourne, Australia.Communication de conférence Tremblay, R., Berair, T., & Filiatrault, A. (janvier 2000). Experimental behaviour of low-rise steel buildings with flexible roof diaphragms [Communication écrite]. 12th world conf. on earthquake eng, Auckland, NZ.Communication de conférence Rogers, C., & Tremblay, R. (août 2000). Inelastic seismic response of frame fasteners for steel roof decks [Communication écrite]. STESSA 2000 conf, Montréal, Québec.Communication de conférence Tremblay, R. (août 2000). Influence of brace slenderness on the seimic response of concentrically braced steel frames [Communication écrite]. STESSA 2000 conf, Montréal, Québec.Communication de conférence Tinawi, R., Léger, P., Filiatrault, A., Massicotte, B., & Tremblay, R. (janvier 2000). Research at École Polytechnique on seismic response of bridges [Communication écrite]. 3rd Canada-Taiwan Workshop on Bridges, Banff, Alberta, Canada.Communication de conférence Tremblay, R. (février 2000). Seismic design and behavior of concentrically braced steel frames [Communication écrite]. 2000 North American Steel Construction Conference (NASCC), Las Vegas, NV, USA.Communication de conférence Robert, N., & Tremblay, R. (janvier 2000). Seismic design and behaviour of chevron steel braced frames [Communication écrite]. 12th world conf. on earthquake eng, Auckland, NZ.Communication de conférence Rezai, M., Prion, H., Tremblay, R., Bouatay, N., & Tiler, P. (août 2000). Seismic performance of brace fuse elements for concentrically braced frames [Communication écrite]. STESSA 2000 conf, Montréal, Québec.
- 1999
Communication de conférence Tremblay, R., Degrange, G., & Blouin, J. (janvier 1999). Seismic rehabilitation of a four-storey building with a stiffened bracing system [Communication écrite]. 8th Canadian Conference on Earthquake Engineering, Vancouver, Canada.Communication de conférence Tremblay, R., & Bérair, T. (janvier 1999). Shake table testing of low-rise steel buildings with flexible roof diaphragms [Communication écrite]. 8th can. conf. on earthquake eng, Vancouver, Canada.
- 1998
Communication de conférence Tremblay, R. (janvier 1998). Design spectra for long duration cascadia subduction earthquakes [Communication écrite]. 6th U.S. nat. conf. on earthquake eng, Seattle, USA.Communication de conférence Robert, N., & Tremblay, R. (janvier 1998). Earthquake induced forces in tension-only concentrically braced steel frames [Communication écrite]. 6th U.S. nat. conf. on nearthquake eng, Seattle, USA.Communication de conférence Kar, R., Filiatrault, A., & Tremblay, R. (janvier 1998). Energy dissipation device for seismic control of structures [Communication écrite]. 6th U.S. nat. conf. on earthquake eng, Seattle, USA.Communication de conférence Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., & Tremblay, R. (janvier 1998). Experimental research using the earthquake simulation facility at École Polytechnique [Communication écrite]. Annual conference of the canadian society for civil engineers, Halifax, NS, Canada.Communication de conférence Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., & Tremblay, R. (janvier 1998). Experimental research using the earthquake simulation facility at École Polytechnique in Montréal [Communication écrite]. 2nd Structural Speciality Conference, Halifax, N.S., Canada.Communication de conférence Tremblay, R., Massicotte, B., Filion, I., & Maranda, R. (janvier 1998). Experimental study on the behaviour of partially encased composite columns made with light welded H steel shapes under compressive axial loads [Communication écrite]. SSRC annual technical session & meeting, Atlanta, GA, USA.
- 1997
Communication de conférence Tremblay, R., Duval, C., & Léger, P. (janvier 1997). Effects of hysteretic models and ground motion characteristics on seismic p-delta strength amplification factors [Communication écrite]. SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan.Communication de conférence Tremblay, R., Tchebotarev, N., & Filiatrault, A. (janvier 1997). Influence of the loading rate and the floor slab on the seismic performance of RBS connections for steel moment resisting frames [Communication écrite]. Northridge earthquake research conf, Los Angeles, CA, USA.Communication de conférence Aubé, S., Tremblay, R., & Massicotte, B. (mai 1997). Large scale testing of composite bridge girders with slender non-compact webs [Communication écrite]. 1997 Annual Conference of the Canadian Society for Civil Engineering, Sherbrooke, Can.Communication de conférence Tremblay, R., Tchebotarev, N., & Filiatrault, A. (mai 1997). Loading rate effects and influence of floor slab on the seismic performance of RBS connections for steel moment resisting frames [Communication écrite]. 1997 Annual Conference of Canadian Society for Civil Engineering, Sherbrooke, Can.Communication de conférence Tremblay, R., Robert, N., & Filiatrault, A. (janvier 1997). Seismic performance of RBS connections for steel moment resisting frames: influence of loading rate and floor slab [Communication écrite]. STESSA'97 2nd int. conf. on the behaviour of steel structures in seismic area, Kyoto, Japan.Communication de conférence Filiatrault, A., & Tremblay, R. (janvier 1997). Seismic retrofit of steel moment resisting frames with passive friction energy dissipating systems [Communication écrite]. Northridge earthquake research conf, Los Angeles, CA, USA.Communication de conférence Tremblay, R., Robert, N., & Filiatrault, A. (janvier 1997). Tension-only bracing: a viable earthquake-resistant system for low-rise steel building? [Communication écrite]. SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan.
- 1996
Communication de conférence Filiatrault, A., & Tremblay, R. (janvier 1996). Behavior of tension-only concentrically braced steel frames under simulated earthquake loads [Communication écrite]. International Conference on Advances in Steel Structures, Hong Kong.Communication de conférence Filiatrault, A., & Tremblay, R. (janvier 1996). Code compatible design ground motions for inelastic structural analysis in Canada [Communication écrite]. Pan pacific hazards 96 conf, Vancouver, B.C., Canada.Communication de conférence Tremblay, R., Duval, C., & Léger, P. (janvier 1996). Influence of damping model on the seismic stability of single-degree-of-freedom systems [Communication écrite]. 5th intern. coll. on stability of metal structures, Chicago, IL, USA.Communication de conférence Tremblay, R. (janvier 1996). Influence of in-plane flexibility of roof diaphragm on the seismic response of single-storey braced frames [Communication écrite]. 11th world conf. on earth. eng, Acapulco, Mexico.Communication de conférence Filiatrault, A., Tremblay, R., Thoen, B., & Rood, J. (janvier 1996). Second generation earthquake simulation system in Canada: description and performance [Communication écrite]. 11th world conf on earth. eng, Acapulco, Mexico.Communication de conférence Tremblay, R., & Filiatrault, A. (janvier 1996). Shake table tests of retrofitted steel moment resisting frames [Communication écrite]. 1st CSCE structural speciality conf, Edmonton, Alberta.Communication de conférence Tremblay, R., & Legault, P. (janvier 1996). Torsional behaviour of built-up crane runaway girders [Communication écrite]. 1st CSCE structural speciality conf, Edmonton, Alberta, Canada.
- 1995
Communication de conférence Tremblay, R., Archambault, M.-H., & Filiatrault, A. (janvier 1995). Seismic behavior of ductile concentrically X-bracings [Communication écrite]. 7th can. conf. on earth. eng, Montréal, Québec.
- 1994
Communication de conférence Tremblay, R., & Stiemer, S. F. (janvier 1994). Back-up stiffness for improving the stability of multi-storey braced frames under seismic loading [Communication écrite]. SSRC annual task group technical session, Bethlehem.Communication de conférence Tremblay, R., & Stiemer, S. (janvier 1994). Seismic response of single-storey steel buildings [Communication écrite]. 12th intern. speciality conf. on cold-formed steel structures, St-Louis, USA.
- 2022
- Livres (1)
- 2000
Livre Mazzolani, F. M., & Tremblay, R. (2000). 3rd International Conference on the Behaviour of Steel Structures in Seismic Areas (STELLA 2000).
- 2000
- Chapitres de livre (2)
- 2001
Chapitre de livre Tremblay, R. (2001). Conception parasismique, Ch. 4. Dans Code canadien sur le calcul des ponts routiers .
- 1998
Chapitre de livre Tremblay, R., Duval, C., & Léger, P. (1998). Effects of viscous damping models, hysteretic models and ground motion characteristics on seismic p-delta strength amplification factors. Dans Usami, T., & Itoh, Y. (édit.), Stability and ductility of steel structures (103-118).
- 2001
- Brevets (1)
- 2012
Brevet Tremblay, R., & Christopoulos, C. (2012). Self-centering energy dissipative brace apparatus with tensioning elements. (Brevet no US8250818).
- 2012
- Rapports (57)
- 2013
Rapport Tremblay, R., Willem, X., & Leclerc, M. (2013). Essais de qualification à basse température de rototypes d'isolateurs sismique Mageba - Échangeur sud du Pont Pierre-Laporte, Lévis, QC. (Rapport technique n° ST13-01).Rapport Willem, X., & Tremblay, R. (2013). Essais sur ancrages pour panneaux en béton Ductal© fabriqués par Bétons Génial Inc. (Rapport technique n° ST13-02).Rapport Leclerc, M., & Tremblay, R. (2013). Pull tests on aquadis faucet plastic inlets. (Rapport technique n° ST13-04).Rapport Dion, C., Tremblay, R., & Bouaanani, N. (2013). Real time hybrid simulation of a bridge structure equipped with Goodco Z-Tech seismic isolators. (Rapport technique n° GRS SR09-06).Rapport Dion, C., Tremblay, R., & Bouaanani, N. (2013). Real time hybrid simulation of bridge structures equipped with seismic dampers and shock transmission units produced by LCL-Bridge Products Technology. (Rapport technique n° GRS SR09-07).Rapport Dion, C., Bouaanani, N., & Tremblay, R. (2013). Rentabilité potentielle de l'utilisation d'équipements parasismiques au Ministère des transports our des ponts à travées multiples - Projet no. R58.1 - Rapport d'étape no. 1 - Revue de littérature - Systèmes d'isolation sismique et de dissipation d'énergie appliqués aux ponts. (Rapport technique n° GRS SR13-04).Rapport Tremblay, R., & Bouaanani, N. (2013). Rentabilité potentielle de l'utilisation d'équipements parasismiques au Ministère des transports pour des ponts à travées multiples - Projet no. R58.1 - Rapport d'étape no. 3 - Simulations hybrides et numériques de ponts équipés d'isolateurs sismiques à friction d'amortisseurs visqueux et de transmetteurs de chocs sismiques. (Rapport technique n° GRS SR13-06).
- 2011
Rapport Tremblay, R., & Koval, V. (2011). Essai de chargement sur 13 poutrelles à treillis en acier - Toiture du centre commercial Galeries Rive-Nord, Repentigny, QC. (Rapport technique n° ST11-03).Rapport Tremblay, R., & Willem, X. (2011). Essais de compression sur 14 colonnes d'aluminum distribuée par Colonial Elegance. (Rapport technique n° ST11-02-F).Rapport Tremblay, R., & Leclerc, M. (2011). Seismic testing of tibertral wall panels. (Rapport technique n° ST11-06).
- 2008
Rapport Choi, H., Erochko, J., Christopoulos, C., & Tremblay, R. (2008). Comparison of the Seismic Response of Steel Buildings Incorporating Self-Centering Energy-Dissipative Braces, Buckling Restrained Braces and Moment-Resisting Frames. (Rapport technique n° 2008-05).Rapport Tremblay, R., Packer, J. A., Christopoulos, C., & De Oliveira, J.-C. (2008). Quasi-static cyclic testing of individual full-scale circular steel tubular braces equipped with cast connex high-strength connectors. (Rapport technique n° SR08-05).
- 2007
Rapport Charron, J.-P., Massicotte, B., Tremblay, R., Knoval, V., & Ghali, A. (2007). Concorde bridge collapse. (Rapport technique n° SR07-06).
- 2002
Rapport Tremblay, R. (2002). Down aisle testing of rack structures strengthened with damotech base systems. (Rapport technique n° 02-38).Rapport Tremblay, R. (2002). Essais de développement d'un transmetteur de chocs sismiques. (Rapport technique n° 02-11).Rapport Tremblay, R. (2002). Étude préliminaire du comportement sismique d'un contreventement en acier de type Split-X construit avec diagonales en tension seulement. (Rapport technique).Rapport Tinawi, R., Tremblay, R., & Degrange, G. (2002). Évaluation de la performance d'un poutrage métallique soumis à des chutes d'objets. (Rapport technique n° P2807/ST02-13).Rapport Tremblay, R. (2002). EWR newark parking structure in lot E - cyclic testing on beam-to-column moment connections. (Rapport technique n° EPM-GCS-2002-01).Rapport Tremblay, R. (2002). Push-out tests on steel member - concrete floor assemblies for composite action. (Rapport technique n° 01-15).
- 2001
Rapport Tremblay, R. (2001). Effets du décalage en cisaillement sur la résistance en traction des membrures d'âme de poutrelles à treillis en acier. (Rapport technique n° 01-03).Rapport Tremblay, R. (2001). Effondrement partiel de la charpente d'acier d'un entrepôt à Brossard, Québec. (Rapport technique).Rapport Tremblay, R. (2001). Essais de cisaillement sur diaphragmes de toit en acier munis d'un dispositif de renfort. (Rapport technique n° 01-01).Rapport Tremblay, R. (2001). Essais de flexion sur poutres de bois. (Rapport technique n° 01-04).Rapport Tremblay, R. (2001). EWR newark parking structure in Lot E - compressions tests on beam-to-column moment connections. (Rapport technique n° EPM-GCS-2001-15).Rapport Essa, H. S., Tremblay, R., & Rogers, C. A. (2001). Inelastic seismic behavior of steel deck roof diaphragms under quasi-static cyclic loading. (Rapport technique n° EPM-GCS-2001-11).Rapport Tremblay, R., & Degrange, G. (2001). Qualification tests on JDS uniphase ITU, OC48WS , and OTS shelf units according to GR-63-CORE generic requirements. (Rapport technique n° 01-12).Rapport Bouatay, N., & Tremblay, R. (2001). Seismic design and response of multi-storey braced steel frames designed according to NBC 2004. (Rapport technique).Rapport Nedisan, C., Tremblay, R., & Rogers, C. (2001). Seismic design of single-storey steel structures - comparative study of base shears: NBC1995 vs NBC2004. (Rapport technique).Rapport Tremblay, R. (2001). Sélection de mouvements sismiques du sol pour analyses sismiques temporelles. (Rapport technique).Rapport Tremblay, R., Degrange, G., & Rogers, C. (2001). Shear bond resistance of the canam P-3606 and P-3623 composite floor deck systems. (Rapport technique n° 01-05).
- 2000
Rapport Tremblay, R., Mitchell, D., Labbé, J., & Prévost, J. (2000). Causes techniques de l'effondrement des poutres d'étagement du boulevard du Souvenir. (Rapport technique).Rapport Tremblay, R. (2000). Essais de traction sur les tirants servant de retenue transversale temporaire des poutres du pont du boulevard du Souvenir. (Rapport technique n° EPM-GCS-2000-10).Rapport Mitchell, D., & Tremblay, R. (2000). Essais sur les appareils d'appui du pont d'étagement du boulevard du Souvenir, Laval, Québec. (Rapport technique n° EPM-GCS-2000-13).Rapport Tremblay, R., & Mitchell, D. (2000). Évaluation de la stabilité des poutres du pont d'étagement du boulevard du Souvenir, Laval, Québec. (Rapport technique n° EPM-GCS-2000-14).Rapport Tremblay, R., & Mitchell, D. (2000). Évaluation des effets thermiques sur les poutres du pont d'étagement du boulevard du Souvenir, Laval, Québec. (Rapport technique n° EPM-GCS-2000-12).Rapport Tremblay, R., Rogers, C., & Degrange, G. (2000). Evaluation of the shear bond resistances of the canam P3615 composite floor deck system. (Rapport technique n° EPM-GCS-2000-16).Rapport Rogers, C., & Tremblay, R. (2000). Inelastic seismic response of frame and sidelap fasteners for steel roof decks. (Rapport technique n° 00-09).Rapport Tremblay, R. (2000). Influence de la tension initiale sur le comportement des tirants servant de retenue transversale temporaire des poutres du pont du boulevard du Souvenir, Laval, Québec. (Rapport technique n° EPM-GCS-2000-11).Rapport Tremblay, R. (2000). Qualification tests on JDS uniphase LGX 15SC cassette MUX & DEMUX according to R-63-CORE generic requirements. (Rapport technique n° 00-11).Rapport Tremblay, R., Mitchell, D., Labbé, J., & Prévost, J. (2000). Rapport sur les causes techniques de l'effondrement de poutres de béton lors de la construction du pont d'étagement du boulevard du Souvenir au-dessus de l'autoroute 15, Laval, Québec. (Rapport technique).
- 1999
Rapport Tremblay, R. (1999). Bâtiments Jardins-Mérite Beauport - Évaluation de la résistance et de la rigidité du tablier métallique du toit. (Rapport technique).Rapport Tremblay, R. (1999). Étude de faisabilité pour la construction d'un pont sur la rivière Saguenay entre Baie Ste-Catherine et Tadoussac - considérations sismiques. (Rapport technique).Rapport Tremblay, R., & Bouatay, N. (1999). Pilot testing on ductile yield plate fuses for HSS braces intended for low-rise buildings- phase I & II full-scale testing of prototype brace fuse detail. (Rapport technique n° 99-05 & 99-16).Rapport Tremblay, R. (1999). Qualification tests on wastewater metropoint OLS shelf and card modules according to GR-63-CORE generic requirements. (Rapport technique n° 99-18).Rapport Tremblay, R., & Rogers, C. (1999). Reconnaissance report on the september 21, 1999 Chi-Chi (Taiwan) earthquake. (Rapport technique).
- 1998
Rapport Rapport Tremblay, R., & Sylvestri, V. (1998). Musée Canadien de la nature, Rapport d'expertise sur la conception parasismique de la structure et des fondations du bâtiment. (Rapport technique).Rapport Tremblay, R., & Degrange, G. (1998). Push-out tests on a proposed hambro joist top chord. (Rapport technique n° 98-11).Rapport Tremblay, R., & Degrange, G. (1998). Vérification expérimentale d'un système de contreventement avec diagonales latéralement supportées. (Rapport technique n° 98-10).
- 1997
Rapport Filiatrault, A., & Tremblay, R. (1997). Characterization tests of shapia seismic damper. (Rapport technique n° 97-02).Rapport Tremblay, R. (1997). Étude préliminaire des contraintes dans les haubans du pont du Casino de Montréal. (Rapport technique).Rapport Filiatrault, A., & Tremblay, R. (1997). Shake table tests of shapia seismic damper. (Rapport technique n° 97-04).
- 1996
Rapport Filiatrault, A., Tremblay, R., & Degrange, G. (1996). Seismic qualification test of an electronic equipment cabinet according to the GR-63-CORE generic requirements. (Rapport technique n° EPM-GCS-96-04).
- 1995
Rapport Archambault, M.-H., Tremblay, R., & Filiatrault, A. (1995). Étude du comportement séismique des contreventements ductiles en X avec profilés tubulaires en acier. (Rapport technique n° EPM-GCS-95-09).Rapport Archambault, M.-H., & Tremblay, R. (1995). Hyst : a computer program for the smoothing and superposition of experimental hysteresis curves. (Rapport technique n° EPM-GCS-95-08).Rapport Filiatrault, A., & Tremblay, R. (1995). Présentation du simulateur sismique du laboratoire de structures. (Rapport technique n° EPM-GCS-95-12).
- 1994
Rapport Tremblay, R. (1994). EQDES : a computer program for the assessment of seismic risk. (Rapport technique n° EPM-GCS-94-14).
- 2013