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Robert Tremblay (372)

  • Articles de revue (140)
    • 2023
      • 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. Tiré de https://doi.org/10.1061/JSENDH.STENG-11609
    • 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. Tiré de https://doi.org/10.1016/j.engstruct.2021.113646
      • 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. Tiré de https://doi.org/10.1016/j.engstruct.2021.113669
      • 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. Tiré de https://doi.org/10.1016/j.istruc.2022.08.023
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2021.107122
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0003452
    • 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. Tiré de https://doi.org/10.1016/j.engstruct.2021.113137
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2021.106795
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2020.106483
      • 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, 16 pages. Tiré de https://doi.org/10.1016/j.jcsr.2021.106548
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0003197
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2021.106890
      • 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. Tiré de https://doi.org/10.1016/j.engstruct.2021.112091
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2021.106669
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2021.106665
      • 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. Tiré de https://doi.org/10.1002/eqe.3411
    • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002455
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002662
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002685
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002661
    • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002398
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002320
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2018.11.008
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2019.01.005
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2018.10.010
    • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002216
      • 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. Tiré de https://doi.org/10.4028/www.scientific.net/KEM.763.475
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002037
      • 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. Tiré de https://doi.org/10.4028/www.scientific.net/KEM.763.1077
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0002180
      • 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. Tiré de https://doi.org/10.4028/www.scientific.net/KEM.763.466
    • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0001696
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2017.07.007
      • 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. Tiré de https://doi.org/10.1002/eqe.2941
      • 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. Tiré de https://doi.org/10.1016/j.conbuildmat.2017.03.183
      • Article de revue
        Mao, Y., Tremblay, R., Leger, P. & Li, J. (2017). New Simplified Method for Designing Seismically Isolated Highway Bridges with Massive Piers. Journal of Bridge Engineering, 22(8). Tiré de https://doi.org/10.1061/(ASCE)BE.1943-5592.0001084
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2017.03.017
      • 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. Tiré de https://doi.org/10.1002/eqe.2953
      • 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. Tiré de https://doi.org/10.1016/j.tws.2017.05.024
    • 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). Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0001568
      • 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. Tiré de https://doi.org/10.1016/j.istruc.2016.06.004
      • 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. Tiré de https://doi.org/10.1139/cjce-2015-0427
      • 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. Tiré de https://doi.org/10.1080/13632469.2015.1051635
      • 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. Tiré de https://doi.org/10.1016/j.advengsoft.2016.01.021
      • 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. Tiré de https://doi.org/10.1139/cjce-2015-0399
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0001561
    • 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. Tiré de https://doi.org/10.1016/j.jcsr.2015.07.025
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0001109
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0001166
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0001141
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2015.06.005
      • Article de revue
        Roy, J., Tremblay, R. & Leger, P. (2015). Torsional effects in symmetrical steel buckling restrained braced frames: evaluation of seismic design provisions. Earthquakes and Structures, 8(2), 423-442. Tiré de https://doi.org/10.12989/eas.2015.8.2.423
    • 2014
      • Article de revue
        Luu, H., Leger, 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. Tiré de https://doi.org/10.1139/cjce-2013-0073
    • 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. Tiré de https://doi.org/10.1139/l2012-045
      • 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. Tiré de https://doi.org/10.1139/cjce-2012-0197
      • 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. Tiré de https://doi.org/10.1002/eqe.2259
      • 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. Tiré de https://doi.org/10.1002/eqe.2258
      • 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. Tiré de https://doi.org/10.1080/13632469.2013.767759
      • 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. Tiré de https://doi.org/10.1139/cjce-2012-0243
      • 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. Tiré de https://doi.org/10.1139/cjce-2012-0244
      • Article de revue
        Tapia, H., Tena, A.C. & Tremblay, R. (2013). Rigidez lateral, resistencia y balance de cargas en marcos de acero contraventeados. Revista Interancional 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. Tiré de https://doi.org/10.1002/eqe.2290
      • 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. Tiré de https://doi.org/10.1061/(ASCE)CC.1943-5614.0000312
    • 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. Tiré de https://doi.org/10.1061/(ASCE)BE.1943-5592.0000199
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0000433
      • 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. Tiré de https://doi.org/10.1016/j.tws.2012.05.013
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0000581
    • 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. Tiré de https://doi.org/10.1139/l11-031
      • 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. Tiré de https://doi.org/10.1061/(ASCE)BE.1943-5592.0000162
      • 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. Tiré de https://doi.org/10.1016/j.engstruct.2011.04.009
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0000350
      • 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. Tiré de https://doi.org/10.1016/j.engstruct.2011.06.021
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0000296
      • Article de revue
        Lamarche, C. & Tremblay, R. (2011). Seismicaly induced cyclic buckling of steel columns including residual-stress and strain-rate effects. Journal of Constructional Steel Research, 67(9), 1401-1410. Tiré de https://doi.org/10.1016/j.jcsr.2010.10.008
      • 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. Tiré de https://doi.org/10.1061/(ASCE)ST.1943-541X.0000359
      • 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. Tiré de https://doi.org/10.1002/stco.201110032
      • 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. Tiré de https://doi.org/10.1002/stab.201101451
    • 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. Tiré de https://doi.org/10.1002/eqe.994
      • 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. Tiré de https://doi.org/10.1680/stbu.2010.163.6.375
      • 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. Tiré de https://doi.org/10.1139/L10-054
      • 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. Tiré de https://doi.org/10.1193/1.3283389
      • 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. Tiré de https://doi.org/10.1016/j.jcsr.2010.01.018
    • 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. Tiré de https://doi.org/10.1002/eqe.884
      • 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. Tiré de https://doi.org/10.14359/56500
    • 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. Tiré de https://doi.org/10.1016/j.jcsr.2007.06.003
      • 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. Tiré de https://doi.org/10.1002/eqe.843
      • 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. Tiré de https://doi.org/10.1002/eqe.829
      • 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. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(108)
      • 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. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(96)
    • 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. Tiré de https://doi.org/10.1002/eqe.629
      • 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. Tiré de https://doi.org/10.1139/l07-036
    • 2006
      • 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. Tiré de https://doi.org/10.1139/l06-026
      • 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. Tiré de https://doi.org/10.1201/9780203734964-78
      • 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. Tiré de https://doi.org/10.1139/l06-035
      • 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. Tiré de https://doi.org/10.18057/IJASC.2006.2.3.5
      • 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. Tiré de https://doi.org/10.1139/l05-103
    • 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. Tiré de https://doi.org/10.1139/l05-007
      • Article de revue
        Tremblay, R. (2005). Fundamental periods of vibration of braced steel frames for seismic design. Earthquake Spectra, 21(3), 833-860. Tiré de https://doi.org/10.1193/1.1989358
      • 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.
    • 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. Tiré de https://doi.org/10.1080/13632460409350509
      • 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. Tiré de https://doi.org/10.1139/l04-012
      • 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. Tiré de https://doi.org/10.1139/l04-030
      • 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. Tiré de https://doi.org/10.1139/l04-013
      • 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. Tiré de https://doi.org/10.1139/l04-031
    • 2003
    • 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. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2002)128:3(279)
      • 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. Tiré de https://doi.org/10.12989/scs.2002.2.3.171
      • 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. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(141)
    • 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. Tiré de https://doi.org/10.1193/1.1586178
      • 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. Tiré de https://doi.org/10.1139/l01-029
      • 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. Tiré de https://doi.org/10.1193/1.1586183
      • 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. Tiré de https://doi.org/10.1139/l01-038
    • 2000
      • 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. Tiré de https://doi.org/10.1139/l00-061
    • 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. Tiré de https://doi.org/10.1139/l99-015
    • 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. Tiré de https://doi.org/10.1016/S0141-0296(97)00205-8
      • 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. Tiré de https://doi.org/10.1139/l98-028
      • 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. Tiré de https://iset.org.in/public/publications/43783.pdf
    • 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. Tiré de https://doi.org/10.1139/l96-102
      • 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. Tiré de https://doi.org/10.1139/l96-084
    • 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. Tiré de https://doi.org/10.1139/l96-883
      • 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. Tiré de https://doi.org/10.1139/l96-006
      • 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. Tiré de https://doi.org/10.1139/l96-885
    • 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. Tiré de https://doi.org/10.1139/l95-047
      • 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. Tiré de https://doi.org/10.1139/l95-046
  • Communications de conférence (172)
    • 2022
      • Communication de conférence
        Rahmzadeh, A., Alam, M.S. & Tremblay, R. (2022). Characterization of the Lateral Response of Base Rocking Steel Bridge Piers. Communication présentée à CSCE annual Conference 2021, En ligne/Online (p. 545-552). Tiré de https://doi.org/10.1007/978-981-19-0656-5_46
      • Communication de conférence
        Hariri, B. & Tremblay, R. (2022). Effective Steel Braced Frames for Tall Building Applications in High Seismic Regions. Communication présentée à 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania (p. 361-369). Tiré de https://doi.org/10.1007/978-3-031-03811-2_36
      • Communication de conférence
        Comeau, C., Cano, P., Imanpour, A. & Tremblay, R. (2022). Seismic Behaviour and Design of Chevron Multitiered Concentrically Braced Frames. Communication présentée à 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania (p. 379-387). Tiré de https://doi.org/10.1007/978-3-031-03811-2_38
    • 2021
      • Communication de conférence
        Daneshvar, P., Dehghani, M., Bouaanani, N., Tremblay, R. & Léger, P. (2021). Effects of ground motion event-type on structural response due to the influence of higher modes. Communication présentée à 17th World Conference on Earthquake Engineering, Sendai, Japan (9 pages).
    • 2020
      • Communication de conférence
        Béland, T., Tremblay, R., Fahnestock, L.A. & Hines, E.M. (2020). Contribution of the gravity beam-column connections to the seismic reserve capacity of steel buildings. Communication présentée à 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. (2020). Conventional Construction Steel Braces with Bearing Plate Energy Dissipation. Communication présentée à 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages).
      • Communication de conférence
        Afifi, M., Tremblay, R. & Rogers, C.A. (2020). Slotted-Hidden-Gap (Shg) Brace Connections For Square Hollow Structural Sections For Seismic Applications. Communication présentée à 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. (2020). Use of rocking steel piers for enhanced seismic performance of bridges. Communication présentée à 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages).
    • 2019
      • Communication de conférence
        Fronteddu, P.G., Léger, P. & Tremblay, R. (2019). Consideration of accidental torsion in seismic design of buildings according to NBCC. Communication présentée à 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). Tiré de https://www.caee.ca/12CCEEpdf/192-K78p-59.pdf
      • Communication de conférence
        Tremblay, R. & Faraji, K. (2019). Multi-story truss moment frames equipped with friction dampers and self-centering system for enhanced seismic performance. Communication présentée à 20th IABSE Congress, New York City 2019: The Evolving Metropolis, New York City, NY, United states (p. 1712-1719).
      • Communication de conférence
        Bussières, C., Tremblay, R. & Léger, P. (2019). Seismic torsional response on steel BRB frames: inelastic modeling and code design provisions. Communication présentée à 12th Canadian Conference on Earthquake Engineering (CCEE 2019), Québec, Québec (8 pages). Tiré de https://www.caee.ca/12CCEEpdf/192-YE8R-109.pdf
    • 2018
      • Communication de conférence
        Brunet, F. & Tremblay, R. (2018). Comparison of canadian seismic design provisions for tall braced steel frames in heavy industrial applications. Communication présentée à 6th International Structural Specialty Conference, Fredericton, NB, Canada (p. 164-174).
      • Communication de conférence
        Tremblay, R., Daneshvar, P., Dehghani, M., Léger, P. & Bouaanani, N. (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 présentée à 10th International Conference on Short and Medium Span Bridges, Québec, QC.
    • 2017
      • Communication de conférence
        Koval, V., Christopoulos, C. & Tremblay, R. (2017). A new pulse-based E-R- method for predicting the peak seismic response of highly nonlinear bridge structures. Communication présentée à 39th IABSE Symposium : Engineering the Future, Vancouver, BC (p. 110-119). Tiré de https://doi.org/10.2749/vancouver.2017.0110
      • Communication de conférence
        Leroux, M., Tremblay, R. & Léger, P. (2017). A simplified method for preliminary assessment of seismic forces in isolated highway bridges with massive piers. Communication présentée à 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (9 pages). Tiré de http://wcee.nicee.org/wcee/article/16WCEE/WCEE2017-879.pdf
      • Communication de conférence
        Toutant, G., Minouei, Y.B., Imanpour, A., Koboevic, S. & Tremblay, R. (2017). Stability of Steel Columns in Steel Concentrically Braced Frames Subjected to Seismic Loading. Communication présentée à Structures Congress 2017, Denver, CO (p. 143-154). Tiré de https://doi.org/10.1061/9780784480410.013
    • 2016
      • Communication de conférence
        Imanpour, A., Lignos, D., Clifton, C. & Tremblay, R. (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 présentée à 11th Pacific Structural Steel Conference, Shanghai, China.
      • Communication de conférence
        Ali, A.I. & Tremblay, R. (2016). Seismic design procedure for steel multi-tiered concentrically braced frames beyond CSA S16 limit. Communication présentée à Canadian Society for Civil Engineering Annual Conference 2016: Resilient Infrastructure, London, ON, Canada (p. 2155-2164).
      • Communication de conférence
        Tremblay, R., Mottier, P. & Rogers, C. (2016). Seismic retrofit of existing low-rise steel buildings in eastern Canada using rocking braced frame system. Communication présentée à Canadian Society for Civil Engineering Annual Conference 2016 : Resilient Infrastructure, London, ON, Canada (p. 2145-2154).
    • 2015
      • Communication de conférence
        Beland, T., Tremblay, R., Fahnestock, L.A., Hines, E.M., Bradley, C.R., Sizemore, J.G. & Davaran, A. (2015). Experimental investigation of the cyclic response of bolted angles in gravity beam-column connections for enhanced seismic performance. Communication présentée à 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). Tiré de http://sstl.cee.illinois.edu/papers/aeseancrisst15/229_Beland_Experimental.pdf
      • Communication de conférence
        Luu, H., Léger, P. & Tremblay, R. (2015). Seismic evaluation of RC shear wall buildings subjected to high frequency content earthquakes. Communication présentée à 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. (2015). Selection and scalling of ground motion time histories for seismic analysis using NBCC 2015. Communication présentée à 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages).
      • Communication de conférence
        Luabeya-Mukendi, P., Léger, P. & Tremblay, R. (2015). Selection scaling and application of ground motion records to assess the nonlinear seismic performance of buildings located in Eastern North America. Communication présentée à 11th Canadian Conference on Earthquake Engineering (CCEE), Victoria, BC (10 pages).
    • 2014
      • Communication de conférence
        Imanpour, A., Tremblay, R. & Davaran, A. (2014). A new seismic design method for steel multi-tiered braced frames. Communication présentée à Structures Congress 2014, Boston, MA, United states (p. 2707-2720). Tiré de https://doi.org/10.1061/9780784413357.237
      • Communication de conférence
        Nelson, J., Davaran, A., Beland, T., Bradley, C., Hines, E.M., Tremblay, R. & Fahnestock, L.A. (2014). Cyclic experimental behavior of angles and applications for connection design and modeling. Communication présentée à Structures Congress 2014, Boston, MA, United states (p. 2381-2392). Tiré de https://doi.org/10.1061/9780784413357.209
      • Communication de conférence
        Trudel-Languedoc, S., Tremblay, R. & Rogers, C.A. (2014). Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms. Communication présentée à 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Tiré de https://doi.org/10.4231/D38G8FJ1H
      • Communication de conférence
        Beland, T., Bradley, C., Nelson, J., Davaran, A., Hines, É.M., Tremblay, R. & Fahnestock, L.A. (2014). Experimental behavior of bolted angles and beam-to-column connections. Communication présentée à Structures Congress 2014, Boston, MA, United states (p. 2405-2416). Tiré de https://doi.org/10.1061/9780784413357.211
      • Communication de conférence
        Davaran, A., Tremblay, R., Beland, T., Fahnestock, L.A. & Hines, E.M. (2014). Experimental behavior of low-ductility brace connection limit states. Communication présentée à Structures Congress 2014, Boston, MA, United states (p. 2429-2441). Tiré de https://doi.org/10.1061/9780784413357.213
      • Communication de conférence
        Moreau, R., Rogers, C.A. & Tremblay, R. (2014). Inelastic performance of the "Modified-Hidden-Gap" connection for square HSS brace members. Communication présentée à 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Tiré de https://doi.org/10.4231/D3DR2P90H
      • Communication de conférence
        Bradley, C., Sizemore, J., Nelson, J., Tremblay, R., Hines, E.M. & Fahnestock, L.A. (2014). Large-scale testing of low-ductility, concentrically-braced frames. Communication présentée à Structures Congress 2014, Boston, Mass., USA (p. 2417-2428). Tiré de https://doi.org/10.1061/9780784413357.212
      • Communication de conférence
        Davaran, A., Decaen, S. & Tremblay, R. (2014). Numerical simulation of the seismic response of steel x-braced frames with single shear bolted connections. Communication présentée à 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Tiré de https://doi.org/10.4231/D3T14TQ2R
      • Communication de conférence
        Fahnestock, L.A., Hines, E.M., Tremblay, R., Bradley, C., Nelson, J., Beland, T., Davaran, A. & Sizemore, J. (2014). Reserve capacity and implications for seismic collapse prevention for low-ductility braced frames in moderate seismic regions. Communication présentée à 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Tiré de https://doi.org/10.4231/D3V698C70
      • Communication de conférence
        Balazadeh-Minouei, Y., Koboevic, S. & Tremblay, R. (2014). Seismic assessment and rehabilitation of existing steel braced frames designed in accordance with the 1980 Canadian code provisions. Communication présentée à 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Tiré de https://doi.org/10.4231/D3T727G6T
      • Communication de conférence
        Sizemore, J., Davaran, A., Fahnestock, L., Tremblay, R. & Hines, E. (2014). Seismic behavior of low-ductility concentrically-braced frames. Communication présentée à Structures Congress 2014, Boston, Mass., USA (p. 2369-2380). Tiré de https://doi.org/10.1061/9780784413357.208
      • Communication de conférence
        Imanpour, A., Auger, K. & Tremblay, R. (2014). Seismic design of multi-tiered steel braced frames including the contribution from gravity columns. Communication présentée à 12th International Conference on Computational Structures Technology, Naples, Italy. Tiré de https://doi.org/10.4203/ccp.106.53
      • Communication de conférence
        Imanpour, A. & Tremblay, R. (2014). Seismic performance evaluation and design of multi-tiered steel concentrically braced frames. Communication présentée à 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Tiré de https://doi.org/10.4231/D3XS5JH72
      • Communication de conférence
        Jaworski, J., Léger, P. & Tremblay, R. (2014). Seismic safety assessment of pile supported long span highway bridges: non homogeneous soil conditions and multiple support excitations. Communication présentée à IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Portugal (p. 1239-1246). Tiré de https://paginas.fe.up.pt/~eurodyn2014/CD/papers/172_MS06_ABS_1121.pdf
      • Communication de conférence
        Luu, H., Léger, P. & Tremblay, R. (2014). Seismic shear demand of moderately ductile RC shear walls considering higher mode effects. Communication présentée à IX International Conference on Structural Dynamics (Eurodyn 2014), Porto, Porgual (p. 451-458). Tiré de https://paginas.fe.up.pt/~eurodyn2014/CD/papers/061_MS01_ABS_1392.pdf
    • 2013
      • Communication de conférence
        Gélinas, A., Tremblay, R. & Ravaran, A. (2013). Buckling response of bolted mid-connections in steel X-Bracing. Communication présentée à Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec (p. 2448-2457). Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/general/104.pdf
      • Communication de conférence
        Erochko, J., Christopoulos, C. & Tremblay, R. (2013). Detailed component modelling of a self-centering energy dissipative brace system. Communication présentée à 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. Tiré de https://doi.org/10.7712/120113.4628.C1157
      • Communication de conférence
        Moreau, R., Rogers, C. & Tremblay, R. (2013). Experimental testing of conventional HSS slotted tube-to-gusset plate connections loaded under static and dynamic strain rates. Communication présentée à Canadian Society for Civil Engineering, CSCE 2013. Annual Conference, Montréal, Québec. Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/mechanics/85.pdf
      • Communication de conférence
        Mirzaei, A., Rogers, C.A. & Tremblay, R. (2013). Finite element modelling of shear tab connections including damage simulation. Communication présentée à 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa (p. 463-468).
      • Communication de conférence
        Mirzaei, A., Rogers, C.A. & Tremblay, R. (2013). Full-scale testing of shear tab connections subjected to combined axial and shear forces. Communication présentée à Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec (p. 4329-4338). Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/mechanics/86.pdf
      • Communication de conférence
        Bakhti, F., Tremblay, R. & Rogers, C.A. (2013). In-plane shear flexibility evaluation of fastened steel flat plate by numerical simulation considering the interaction between connectors and thin plate. Communication présentée à 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South africa (p. 1341-1346).
      • Communication de conférence
        Pietraszek, P., Léger, P. & Tremblay, R. (2013). Pile foundation modelling for seismic analysis of highway bridges using the beam on a nonlinear Winkler foundation approach. Communication présentée à Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec (p. 1898-1908). Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/disaster/78.pdf
      • Communication de conférence
        Luu, H., Léger, P. & Tremblay, R. (2013). Seismic behaviour of moderately ductile shear walls located in Eastern North America. Communication présentée à Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec (p. 1888-1897). Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/disaster/77.pdf
      • Communication de conférence
        Balazadeh-Minouei, Y., Koboevic, S. & Tremblay, R. (2013). Seismic evaluation of existing steel braced frames designed in accordance with the 1980 Canadian code requirements using nonlinear time history analysis. Communication présentée à Annual Conference of the Canadian Society for Civil Engineering 2013: Know-How - Savoir-Faire (CSCE 2013), Montréal, Québec (p. 1969-1978). Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2013/pdfs/disaster/85.pdf
      • Communication de conférence
        Imanpour, A., Stoakes, C., Tremblay, R., Fahnestock, L. & Davaran, A. (2013). Seismic stability response of columns in multi-tiered braced steel frames for industrial applications. Communication présentée à Structures Congress 2013: Bridging Your Passion with Your Profession, Pittsburgh, PA, United states (p. 2650-2661). Tiré de https://doi.org/10.1061/9780784412848.231
      • Communication de conférence
        Tremblay, R., Davaran, A. & Gelinas, A. (2013). Stability of x-bracing systems with traditional bolted connections. Communication présentée à Structures Congress 2013: Bridging Your Passion with Your Profession, Pittsburgh, PA, United states (p. 2662-2674). Tiré de https://doi.org/10.1061/9780784412848.232
    • 2012
      • Communication de conférence
        Dehghani, M. & Tremblay, R. (2012). Development of Standard Dynamic Loading Protocol for Buckling-Restrained Braced Frames. Communication présentée à 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile (p. 61-67).
      • Communication de conférence
        Roufegarinejad, A. & Tremblay, R. (2012). Finite Element Modeling of the Inelastic Cyclic Response and Fracture Life of Square Tubular Steel Bracing Members Subjected to Seismic Inelastic Loading. Communication présentée à 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile (p. 97-103).
      • Communication de conférence
        Jiang, Y., Balazadeh-Minouei, Y., Tremblay, R., Koboevic, S. & Tirca, L. (2012). Seismic Assessment of Existing Steel Braced Frames Designed in Accordance With the 1980 Canadian Code Provisions. Communication présentée à 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile (p. 531-537).
      • Communication de conférence
        Gelinas, A., Tremblay, R. & Davaran, A. (2012). Seismic behaviour of steel HSS X-bracing of the conventional construction category. Communication présentée à Structures Congress 2012, Chicago, IL, United states (p. 1649-1660). Tiré de https://doi.org/10.1061/9780784412367.146
      • Communication de conférence
        Imanpour, A., Tremblay, R. & Davaran, A. (2012). Seismic Performance of Steel Concentrically Braced Frames With Bracing Members Intersecting Columns Between Floors. Communication présentée à 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile (p. 447-453).
      • Communication de conférence
        El-Sokkary, H., Galal, K., Ghorbanirenani, I., Léger, P., Tremblay, R. & Leclerc, M. (2012). Shake table tests on FRP-rehabilitated RC shear walls. Communication présentée à 6th International Conference on Advanced Composite Materials in Bridges and Structures, ACMBS-VI, Kingston, Ontario, Canada (p. 8). Tiré de https://www.proceedings.com/16134.html
      • Communication de conférence
        Koboevic, S., Rozon, J. & Tremblay, R. (2012). The impact of seismic response of outer beams, braces and columns on global seismic behaviour of chebron-type eccentrically braced frames. Communication présentée à 15th World Conference on Earthquake Engineering, Lisbon, Portugal. Tiré de https://www.iitk.ac.in/nicee/wcee/article/WCEE2012_4378.pdf
    • 2011
      • Communication de conférence
        Massarelli, R., Franquet, J., Shrestha, K., Tremblay, R. & Rogers, C.A. (2011). Dynamic tests of 0.76 to 1.21 mm steel deck diaphragms for single-storey buildings. Communication présentée à 6th International Conference on Thin Walled Structures, Timisoara, Romania (p. 431-438).
      • Communication de conférence
        Leclerc, M., Molinari, M., Bouaanani, N., Tremblay, R., Léger, P. & Bursi, O. (2011). Effective strategies for real time hybrid simulation of near seismic collapse response of moment resisting frames. Communication présentée à American Control Conference, ACC 2011, San Francisco, California, USA (p. 3307-3314). Tiré de https://doi.org/10.1109/ACC.2011.5991145
      • Communication de conférence
        Tremblay, R. (2011). Evolution of the Canadian seismic design provisions for steel structures since 1989. Communication présentée à Annual Conference of the Canadian Society for Civil Engineering 2011, CSCE 2011, Ottawa, ON, Canada (p. 941-956). Tiré de https://www.proceedings.com/13148.html
      • Communication de conférence
        Marosi, M., D'Aronco, M., Tremblay, R. & Rogers, C.A. (2011). Multi-row bolted beam to column shear tab connections. Communication présentée à 6th European Conference on Steel and Composite Structures, Budapest, Hungary (p. 555-560).
      • 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. (2011). Overview of ductile seismic brace fuse systems in Canada. Communication présentée à 6th European Conference on Steel and Composite Structures, Budapest, Hungary (p. 939-944).
      • Communication de conférence
        Richard, J., Koboevic, S. & Tremblay, R. (2011). Seismic design and response of heavy industrial steel buildings. Communication présentée à 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2011), Corfu, Greece.
      • Communication de conférence
        Tremblay, R. & Rogers, C.A. (2011). Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms : a Canadian persperctive. Communication présentée à 6th International Conference on Thin Walled Structures, Timisoara, Romania (p. 111-122).
      • Communication de conférence
        Richard, J., Koboevic, S. & Tremblay, R. (2011). Seismic response of irregular industrial steel buildings. Communication présentée à 6th European Workshop on the seismic behaviour of irregular and complex structures, Technion, Haifa, Israel. Tiré de https://doi.org/10.1007/978-94-007-5377-8_6
      • Communication de conférence
        Tremblay, R. & Elghazouli, A. (2011). Steel concentrically braced frames : Comparison between Canadian and Europan seismic design provisions. Communication présentée à 6th European Conference on Steel and Composite Structures, Budapest, Hungary (p. 711-716).
      • Communication de conférence
        Luu, H.Q., Ghorbanirenani, I., Léger, P. & Tremblay, R. (2011). Structural dynamics of slender ductile reinforced concrete shear walls. Communication présentée à 8th International Conference on Structural Dynamics, EURODYN 2011, Leuven, Belgium (p. 355-362).
    • 2010
      • Communication de conférence
        Koboevic, S., Guilini-Charrette, K., Castonguay, P.X. & Tremblay, R. (2010). Incluence of ground motion selection and scaling to the seismic response of building structures. Communication présentée à 9th US National and 10 th Canadian Conference on Earthquake Engineering, Toronto, On. Canada. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000610.pdf
      • Communication de conférence
        Léger, P., Kervégant, G. & Tremblay, R. (2010). Incremental dynamic analysis of nonlinear structures : selectrion of input ground motions. Communication présentée à 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000442.pdf
      • Communication de conférence
        Gagnon, D., Léger, P., Tremblay, R. & Latendresse, V. (2010). Pile foundations modeling for seismic analysis of highway bridges located in Eastern North America. Communication présentée à 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000068.pdf
      • Communication de conférence
        Dion, C., Bouaanani, N., Tremblay, R., Lamarche, C.-P. & Leclerc, M. (2010). Real-time hybrid testing of seismic protective systems for bridge structures. Communication présentée à 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000793.pdf
      • Communication de conférence
        Koboevic, S., Le Bec, A. & Tremblay, R. (2010). Seismic behavior of reinforced concrete ductile shear walls on rocking foundations. Communication présentée à 14th European Conference on Earthquake Engineering, Ohrid, République de Yougoslavie.
      • Communication de conférence
        Tremblay, R., Castonguay, P.X., Guilini-Charrette, K. & Koboevic, S. (2010). Seismic force demand on brace connections of conventional construction braced steel frames designed according to Canadian seismic provisions. Communication présentée à Structures Congress 2010 (ASCE), Orlando, Florida, USA. Tiré de https://doi.org/10.1061/41130(369)124
      • Communication de conférence
        Ghorbanirenani, I., Tremblay, R., El-Sokkary, H., Galal, K., Léger, P. & Leclerc, M. (2010). Shake table tests and repair of ductile slender reinforced concrete shear wall. Communication présentée à 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ont. Tiré de https://www.caee.ca/10CCEEpdf/2010EQConf-000594.pdf
      • Communication de conférence
        Tremblay, R., Bouaanani, N., Dion, C., Lamarche, C.-P. & Leclerc, M. (2010). Simulations hybrides en temps réel sur ponts équipés de systèmes de protection sismique fabriqués au Québec. Communication présentée à 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. (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 présentée à 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco, California. Tiré de https://apps.peer.berkeley.edu/events/2009/icaese3/cd/files/pdf/TREMBLAY_etal_26.pdf
      • Communication de conférence
        Koboevic, S., Rozon, J. & Tremblay, R. (2009). Relation between global and local indicators of the performance of eccentrically braced frames under seismic loads. Communication présentée à International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA (p. 367-373). Tiré de https://doi.org/10.1201/9780203861592-62
      • Communication de conférence
        Richard, J., Tremblay, R., Koboevic, S. & MacCrimmon, R.A. (2009). Seismic analysis and design approaches for crane-supporting steel structures. Communication présentée à International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA (p. 511-517). Tiré de https://doi.org/10.1201/9780203861592-86
      • Communication de conférence
        Tremblay, R., Castonguay, P.X., Guilini-Charette, K. & Koboevic, S. (2009). Seismic performance of conventional construction braced steel frames designed according to canadian seismic provisions. Communication présentée à Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role, Austin, TX, United states (p. 794-803). Tiré de https://doi.org/10.1061/41031(341)87
    • 2008
      • Communication de conférence
        Kassis, D. & Tremblay, R. (2008). Brace fuse system for cost-effective design of low-rise steel buildings. Communication présentée à CSCE 2008 Annual Conference, Québec.
      • Communication de conférence
        Lamarche, C.-P., Leclerc, M., Tremblay, R., Léger, P., Bouaanani, N., Koboevic, S. & Bursi, O. (2008). Comparison between real time nonlinear seismic hybrid and shake table testing techniques. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 12-01-0236). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_12-01-0236.PDF
      • Communication de conférence
        Choi, H., Erochko, J., Christopoulos, C. & Tremblay, R. (2008). Comparison of the seismic response of steel buildings incorporating self-centering energy dissipative braces. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 11-0086). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_11-0086.PDF
      • Communication de conférence
        Mansour, N., Shen, Y., Christopoulos, C. & Tremblay, R. (2008). Cyclic experimental evaluation of nonlinear replaceable links in eccentrically braced frames and moment resisting frames. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 12-01-0121). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_12-01-0121.PDF
      • Communication de conférence
        Tremblay, R., Rogers, C., Lamarche, C.-P., Nedisan, C., Franquet, J., Masarelli, R. & Shrestha, K. (2008). Dynamic seismic testing of large size steel deck diaphragm low-rise building applications. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 05-05-0066). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_05-05-0066.PDF
      • Communication de conférence
        Léger, P. & Tremblay, R. (2008). Earthquake ground motions for seismic damage assessment and re-evaluation of existing buildings and critical facilities. Communication présentée à NATO Advanced Research Workshop on Damage assessment and reconstruction after natural disasters and military activities, Sarajevo, Bosnia and Herzegovinia (p. 116-144).
      • Communication de conférence
        Sideris, P., Filiatrault, S., Leclerc, M. & Tremblay, R. (2008). Experimental performance evaluation of inclined shelving for steel pallet type storage racks. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 12-01-0009). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_12-01-0009.PDF
      • Communication de conférence
        De Oliveira, J.-C., Christopoulos, C., Packer, J.A., Tremblay, R. & Gray, M.G. (2008). Full-scale experimental validation of standardized seismic-resistant cast steel brace connectors. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 11-0106). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_11-0106.PDF
      • Communication de conférence
        Rogers, C. & Tremblay, R. (2008). Impact of diaphragm behaviour on the seismic design of low-rise steel buildings. Communication présentée à North American Steel Construction Conference, Nashville, TN. Tiré de https://www.proceedings.com/04804.html
      • Communication de conférence
        Tremblay, R., Haddad, M., Martinez, G., Richard, J. & Moffatt, K. (2008). Inelastic cyclic testing of large size steel bracing members. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 05-05-0071). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_05-05-0071.PDF
      • Communication de conférence
        Ghorbanirenani, I., Tremblay, R., Léger, P. & Palermo, D. (2008). Inelastic seismic evaluation of slender shear walls designed according to CSA-A23.3-04 and NBCC 2005. Communication présentée à CSCE 2008 Annual Conference, Québec.
      • Communication de conférence
        Tremblay, R. (2008). Influence of brace slenderness on the fracture life of rectangular tubular steel bracing members subjected to seismic inelastic loading. Communication présentée à ASCE Structures Congress, Vancouver, B.C. Tiré de https://doi.org/10.1061/41016(314)259
      • Communication de conférence
        Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., René, V., Fronteddu, L. & Rivest, S. (2008). Innovative viscously damped rocking braced steel frames. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 05-01--527). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_05-01-0527.PDF
      • Communication de conférence
        Christopoulos, C., Tremblay, R., Erochko, J. & Choi, H. (2008). Response of 2-D and 3-D buildings incorporating buckling-restrained and self-centering bracing systems. Communication présentée à CSCE 2008 Annual Conference, Québec.
      • Communication de conférence
        Martinez-Saucedo, G., Tremblay, R. & Packer, J.A. (2008). Seismic response of circular hollow section braces with slotted end connections. Communication présentée à 12th International Symposium on Tubular Structures, Shanghai, China (p. 227-233). Tiré de https://doi.org/10.1201/9780203882818-35
      • Communication de conférence
        Tremblay, R., Ghorbanirenami, I., Velev, N., Léger, P., Leclerc, M., Koboevic, S., Bouaanani, N., Galal, K. & Palermo, D. (2008). Seismic response of multi-storey reinforced concrete walls subjected to eastern North America high frequency ground motions. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 05-01-0526). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_05-01-0526.PDF
      • Communication de conférence
        Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., Fronteddu, L. & Rivest, S. (2008). Seismic response of viscously damped rocking braced steel frames for building structures. Communication présentée à CSCE 2008 Annual Conference, Québec.
      • Communication de conférence
        Rozon, J., Koboevic, S. & Tremblay, R. (2008). Study of global behaviour of eccentrically braced frames in response to seismic loads. Communication présentée à 14th World Conference on Earthquake Engineering (WCEE), Beijing, China (p. 05-05-0081). Tiré de https://www.iitk.ac.in/nicee/wcee/article/14_05-05-0081.PDF
    • 2007
      • Communication de conférence
        Tremblay, R., Christopoulos, C., Kim, H.-J. & Lacerte, M. (2007). An innovative bracing member system with self-centering capabilities for improved seismic performance. Communication présentée à 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada. Tiré de https://www.caee.ca/9CCEEpdf/1417_EJ.pdf
      • Communication de conférence
        Khaled, A., Tremblay, R. & Massicotte, B. (2007). Comportement des piles rectangulaires de ponts sous l'effet des mouvements sismiques multidirectionnels. Communication présentée à 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. (2007). Partial-strength beam-to-column composite joints for seismic applications : behavior, modeling and parametric analysis. Communication présentée à XII Annual Convention on Earthquake Engineering, Pisa, Italy.
      • Communication de conférence
        Tremblay, R. (2007). Seismic design of steel structures according to canadian codes. Communication présentée à 9th International Symposium on Steel Structures, San Luis Potosi, Mexico.
      • Communication de conférence
        Izvernari, C., Lacerte, M. & Tremblay, R. (2007). Seismic performance of multi-storey concentrically braced steel frames designed according to the 2005 Canadian seismic provisions. Communication présentée à 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada. Tiré de https://www.caee.ca/9CCEEpdf/1419_EJ.pdf
      • Communication de conférence
        Erochko, J., Christopoulos, C. & Tremblay, R. (2007). Seismic response of an RC frame hospital building equipped with friction damping braces and with self-centering energy dissipative (SCED) braces. Communication présentée à ECCOMAS Thematic Conference on Computational Methods in Structural Dynamcis and Earthquake Engineering, Crete, Greece.
      • Communication de conférence
        Tremblay, R. & Christopoulos, C. (2007). Self centering energy dissipating (SCED) seismic bracing. Communication présentée à North american Steel Construction Conference, Nashville, TN. Tiré de https://www.proceedings.com/02112.html
    • 2006
      • Communication de conférence
        Christopoulos, C., Kim, H.-J., Tremblay, R. & Lacerte, M. (2006). An Innovative Bracing Member with Flag-Shape Hysteretic Response for Enhanced Structural Seismic Performance. Communication présentée à 5th International Conference STESSA, Yokohama, Japan (p. 197-203).
      • Communication de conférence
        Khaled, A., Tremblay, R. & Massicotte, B. (2006). Assessing the adequacy of the 30% combination rule in estimating the critical response of bridge piers under multi-directional earthquake components. Communication présentée à 7th International Conference on Short and Medium Span Bridges, Montréal, Québec.
      • Communication de conférence
        Li, X., Massicotte, B. & Tremblay, R. (2006). Effets des basses températures sur la performance de renforcements sismiques de piles de ponts par matériau composites externes. Communication présentée à 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. (2006). Influence of Non-Structural Components on Roof Diaphragm Stiffness of Single-Storey Steel Buildings. Communication présentée à 18th International Specialty Conference on Cold Formed Steel Structures, Orlando, Florida (p. 507-531). Tiré de https://scholarsmine.mst.edu/isccss/18iccfss/18iccfss-session7/3/
      • Communication de conférence
        Merzoug, S. & Tremblay, R. (2006). Sismic Design of Dual Concentrically Braced Steel Frames for Stable Sismic Performance for Multi-Storey Buildings. Communication présentée à 8th U.S. National Conference on Earthquake Engineering, San Francisco, CA.
    • 2005
      • Communication de conférence
        Tremblay, R. & Merzouq, S. (2005). Assessment of seismic designforces in dual buckling restrained braced steel frames. Communication présentée à 1st International Workshop on Advances in Steel Constructions, Ischia, Italy (p. 739-746).
      • Communication de conférence
        Tremblay, R. & Rogers, C. (2005). Influence of seismic design requirements and building period on the design of low-rise steel buildings. Communication présentée à 4th International Conference on Advances in Steel Structures, Shanghai, China (p. 1359-1364). Tiré de https://doi.org/10.1016/B978-008044637-0/50202-X
      • Communication de conférence
        Tremblay, R., Velev, N., Merzouq, S., Blais, C., Leclerc, M., Léger, P., Massicotte, B. & Rogers, C. (2005). Multi-purpose earthquake simulation testing set-up for seismic force resisting systems of multi-storey buildings. Communication présentée à 1st International conference on Advances in Experimental Structural Engineering, Nagoya, Japan.
      • Communication de conférence
        Agüero, A., Izvernari, C. & Tremblay, R. (2005). Numerical comparison and optimization of force and displacement based elements for the analysis of the inelastic cyclic response of steel bracing members. Communication présentée à 4th International Conference on Advances in Steel Structures, Shanghai, China (p. 1235-1240). Tiré de https://doi.org/10.1016/B978-008044637-0/50183-9
    • 2004
      • Communication de conférence
        Tremblay, R., Ben Ftima, M. & Sabelli, R. (2004). An innovative bracing configuration for improved seismic response. Communication présentée à recent advances and new trends in structural design international colloquium, Timisoara, Romania (p. 419-430).
      • Communication de conférence
        Tremblay, R. & Merzouq, S. (2004). Dual buckling restrained braced steel frames for enhanced seismic response. Communication présentée à Passive control symposium 2004, Japon (p. 89-104).
      • Communication de conférence
        Rogers, C.A., Tremblay, R., Yang, W. & Martin, E. (2004). Ductile design of steel roof deck diaphragms for earthquake resistance. Communication présentée à 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Tiré de https://www.iitk.ac.in/nicee/wcee/article/13_1997.pdf
      • Communication de conférence
        Paultre, P., Proulx, J., Ventura, C., Tremblay, R., Rogers, C., Lamarche, C.-P. & Turek, M. (2004). Experimental investigation of low-rise steel buildings for efficient seismic design. Communication présentée à 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Tiré de https://www.iitk.ac.in/nicee/wcee/article/13_2919.pdf
      • Communication de conférence
        Tremblay, R. & Poncet, L. (2004). Improving the seismic stability of concentrically braced steel frames. Communication présentée à 2004 SSRC annual technical session & meeting, Structural stability research council, Long Beach, CA (p. 19-38).
      • Communication de conférence
        Tirca, L. & Tremblay, R. (2004). Influence of building height and ground motion type on the seismic behaviour of zipper concentrically braced steel frames. Communication présentée à 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Tiré de https://www.iitk.ac.in/nicee/wcee/article/13_2894.pdf
      • Communication de conférence
        Poncet, L. & Tremblay, R. (2004). Influence of mass irregularity on the seismic design and performance of multi-storey braced steel frames. Communication présentée à 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Tiré de https://www.iitk.ac.in/nicee/wcee/article/13_2896.pdf
      • Communication de conférence
        Salvatore, W., Braconi, A., Bursi, O.S. & Tremblay, R. (2004). Modelling of a partial-strength beam-to-column joint for high ductile steel-concrete composite frames. Communication présentée à 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Tiré de http://iitk.ac.in/nicee/wcee/article/13_2929.pdf
      • Communication de conférence
        Tremblay, R. (2004). New canadian seismic design provisions for steel structures. Communication présentée à 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. (2004). Pseudo-dynamic testing of a 3d full-scale high ductile steel-concrete composite MR frame at ELSA of JRC. Communication présentée à 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada (p. 507). Tiré de https://www.iitk.ac.in/nicee/wcee/article/13_507.pdf
      • Communication de conférence
        Tremblay, R., Poncet, L., Bolduc, P., Neville, R. & DeVall, R. (2004). Testing and design of buckling restrained braces for canadian application. Communication présentée à 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. Tiré de https://www.iitk.ac.in/nicee/wcee/article/13_2893.pdf
    • 2003
    • 2002
      • Communication de conférence
        Tremblay, R., Rogers, C., Essa, H. & Martin, É. (2002). Dissipating seismic input energy in low-rise steel buildings through inelastic deformations in the metal roof deck diaphragm. Communication présentée à 4th CSCE structural specialty conference, Montréal, Québec.
      • Communication de conférence
        Peuler, M., Rogers, C.A. & Tremblay, R. (2002). Inelastic response of arc-spot welded deck-to-frame connections for steel roof deck diaphragms. Communication présentée à 16th international specialty conference on cold formed steel structures, Orlando, FL (p. 763-778). Tiré de https://scholarsmine.mst.edu/isccss/16iccfss/16iccfss-session10/3
      • Communication de conférence
        Essa, H., Tremblay, R. & Rogers, C. (2002). Inelastic seismic response of metal roof deck diaphragms for steel buildings structures. Communication présentée à 12th european conference earthquake engineering, London, England.
      • Communication de conférence
        Tremblay, R. & Lacerte, M. (2002). Influence of the properties of bracing members on the seismic response of concentrically braced steel frames. Communication présentée à 12th european conference earthquake engineering, London, England.
      • Communication de conférence
        Tremblay, R. & Bouatay, N. (2002). Loading protocols for the seismic testing of ductile bracing members in concentrically braced steel frames. Communication présentée à 12th european conference earthquake engineering, London, England.
      • Communication de conférence
        Tremblay, R., Rogers, C. & Nedisan, C. (2002). Use of uniform hazard spectrum and computed period in the seismic design of single-storey steel structures. Communication présentée à 7th U.S. national conference on earthquake engineering, Boston, MA.
      • Communication de conférence
        Tremblay, R., Rogers, C.A., Gignac, P. & Degrange, G. (2002). Variables affecting the shear-bond resistance of composite floor deck systems. Communication présentée à 16th international specialty conference on cold formed steel structures, Orlando, FL (p. 663-676). Tiré de https://scholarsmine.mst.edu/isccss/16iccfss/16iccfss-session9/4/
    • 2001
      • Communication de conférence
        Bond, W.F., Rogers, C. & Tremblay, R. (2001). Seismic performance of arc-spot weld deck-to-frame connections. Communication présentée à 3rd International conference on thin Wall Structures, Cracow, Poland (p. 357-364).
    • 2000
      • Communication de conférence
        Tremblay, R., Chicoine, T., Massicotte, B., Ricles, J. & Lu, W.-L. (2000). Compressive strength of large scale partially-encased composite stub columns. Communication présentée à 2000 SSRC annual technical session & meeting, Memphis (p. 262-271).
      • Communication de conférence
        Tremblay, R., Chicoine, T. & Massicotte, B. (2000). Design equation for the axial load capacity of partially encased non-compact columns. Communication présentée à Composite construction in steel and concrete IV, Banff, Canada (p. 506-517). Tiré de https://ascelibrary.org/doi/10.1061/40616%28281%2944
      • Communication de conférence
        Rogers, C. & Tremblay, R. (2000). Evaluation of steel roof diaphragm sidelap connections subjected to seismic loading. Communication présentée à 7th International Symposium on Structural Failure and Plasticity (IMPLAST 2000), Melbourne, Australia (p. 673-678). Tiré de https://doi.org/10.1016/B978-008043875-7/50237-9
      • Communication de conférence
        Tremblay, R., Bérair, T. & Filiatrault, A. (2000). Experimental behaviour of low-rise steel buildings with flexible roof diaphrams. Communication présentée à 12th world conf. on earthquake eng, Auckland, NZ (p. 2567). Tiré de https://www.iitk.ac.in/nicee/wcee/article/2567.pdf
      • Communication de conférence
        Rogers, C. & tremblay, R. (2000). Inelastic seismic response of frame fasteners for steel roof decks. Communication présentée à STESSA 2000 conf, Montréal, Québec (p. 239-246). Tiré de https://doi.org/10.1201/9781003211198-33
      • Communication de conférence
        Tremblay, R. (2000). Influence of brace slenderness on the seimic response of concentrically braced steel frames. Communication présentée à STESSA 2000 conf, Montréal, Québec (p. 527-534). Tiré de https://doi.org/10.1201/9781003211198-72
      • Communication de conférence
        Tinawi, R., Léger, P., Filiatrault, A., Massicotte, B. & Tremblay, R. (2000). Research at École Polytechnique on seismic response of bridges. Communication présentée à 3rd Canada-Taiwan Workshop on Bridges, Banff, Alberta, Canada.
      • Communication de conférence
        Tremblay, R. (2000). Seismic design and behavior of concentrically braced steel frames. Communication présentée à 2000 North American Steel Construction Conference (NASCC), Las Vegas, NV, USA.
      • Communication de conférence
        Robert, N. & tremblay, R. (2000). Seismic design and behaviour of chevron steel braced frames. Communication présentée à 12th world conf. on earthquake eng, Auckland, NZ (p. 2413). Tiré de https://www.iitk.ac.in/nicee/wcee/article/2413.pdf
      • Communication de conférence
        Rezai, M., Prion, H., Tremblay, R., Bouatay, N. & Tiler, P. (2000). Seismic performance of brace fuse elements for concentrically braced frames. Communication présentée à STESSA 2000 conf, Montréal, Québec (p. 39-46). Tiré de https://doi.org/10.1201/9781003211198-7
    • 1999
    • 1998
      • Communication de conférence
        Tremblay, R. (1998). Design spectra for long duration cascadia subduction earthquakes. Communication présentée à 6th U.S. nat. conf. on earthquake eng, Seattle, USA (p. 394-AB).
      • Communication de conférence
        Robert, N. & Tremblay, R. (1998). Earthquake induced forces in tension-only concentrically braced steel frames. Communication présentée à 6th U.S. nat. conf. on nearthquake eng, Seattle, USA (p. 393-AB).
      • Communication de conférence
        Kar, R., Filiatrault, A. & Tremblay, R. (1998). Energy dissipation device for seismic control of structures. Communication présentée à 6th U.S. nat. conf. on earthquake eng, Seattle, USA (p. IC-26).
      • Communication de conférence
        Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R. & Tremblay, R. (1998). Experimental research using the earthquake simulation facility at École Polytechnique. Communication présentée à Annual conference of the canadian society for civil engineers, Halifax, NS, Canada (p. 441-449).
      • Communication de conférence
        Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R. & Tremblay, R. (1998). Experimental research using the earthquake simulation facility at École Polytechnique in Montréal. Communication présentée à 2nd Structural Speciality Conference, Halifax, N.S., Canada.
      • Communication de conférence
        Tremblay, R., Massicotte, B., Filion, I. & Maranda, R. (1998). Experimental study on the behaviour of partially encased composite columns made with light welded H steel shapes under compressive axial loads. Communication présentée à SSRC annual technical session & meeting, Atlanta, GA, USA (p. 195-204).
    • 1997
      • Communication de conférence
        Tremblay, R., Duval, C. & Léger, P. (1997). Effects of hysteretic models and ground motion characteristics on seismic p-delta strength amplification factors. Communication présentée à SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan (p. 311-318). Tiré de https://doi.org/10.1016/B978-008043320-2/50011-3
      • Communication de conférence
        Tremblay, R., Tchebotarev, N. & Filiatrault, A. (1997). Influence of the loading rate and the floor slab on the seismic performance of RBS connections for steel moment resisting frames. Communication présentée à Northridge earthquake research conf, Los Angeles, CA, USA (p. 554-561).
      • Communication de conférence
        Aubé, S., Tremblay, R. & Massicotte, B. (1997). Large scale testing of composite bridge girders with slender non-compact webs. Communication présentée à 1997 Annual Conference of the Canadian Society for Civil Engineering, Sherbrooke, Can (p. 291-300).
      • Communication de conférence
        Tremblay, R., Tchebotarev, N. & Filiatrault, A. (1997). Loading rate effects and influence of floor slab on the seismic performance of RBS connections for steel moment resisting frames. Communication présentée à 1997 Annual Conference of Canadian Society for Civil Engineering, Sherbrooke, Can (p. 419-428).
      • Communication de conférence
        Filiatrault, A., Tremblay, R., Thoen, B. & Rood, J. (1997). Second generation earthquake simulation system in Canada: description and performance. Communication présentée à 11th world conf on earth. eng, Acapulco, Mexico (p. 1204). Tiré de https://www.iitk.ac.in/nicee/wcee/article/11_1204.PDF
      • Communication de conférence
        Tremblay, R., Robert, N. & Filiatrault, A. (1997). Seismic performance of RBS connections for steel moment resisting frames: influence of loading rate and floor slab. Communication présentée à STESSA'97 2nd int. conf. on the behaviour of steel structures in seismic area, Kyoto, Japan (p. 664-671).
      • Communication de conférence
        Filiatrault, A. & Tremblay, R. (1997). Seismic retrofit of steel moment resisting frames with passive friction energy dissipating systems. Communication présentée à Northridge earthquake research conf, Los Angeles, CA, USA (p. 554-561).
      • Communication de conférence
        Tremblay, R., Robert, N. & Filiatrault, A. (1997). Tension-only bracing: a viable earthquake-resistant system for low-rise steel building? Communication présentée à SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan (p. 1163-1170).
    • 1996
      • Communication de conférence
        Filiatrault, A. & Tremblay, R. (1996). Behavior of tension-only concentrically braced steel frames under simulated earthquake loads. Communication présentée à International Conference on Advances in Steel Structures, Hong Kong (p. 1047-1052).
      • Communication de conférence
        Filiatrault, A. & Tremblay, R. (1996). Code compatible design ground motions for inelastic structural analysis in Canada. Communication présentée à Pan pacific hazards 96 conf, Vancouver, B.C., Canada.
      • Communication de conférence
        Tremblay, R., Duval, C. & Léger, P. (1996). Influence of damping model on the seismic stability of single-degree-of-freedom systems. Communication présentée à 5th intern. coll. on stability of metal structures, Chicago, IL, USA (p. 239-248).
      • Communication de conférence
        Tremblay, R. (1996). Influence of in-plane flexibility of roof diaphragm on the seismic response of single-storey braced frames. Communication présentée à 11th world conf. on earth. eng, Acapulco, Mexico (p. 1100). Tiré de https://www.iitk.ac.in/nicee/wcee/article/11_1100.PDF
      • Communication de conférence
        Tremblay, R. & Filiatrault, A. (1996). Shake table tests of retrofitted steel moment resisting frames. Communication présentée à 1st CSCE structural speciality conf, Edmonton, Alberta (p. 901-912).
      • Communication de conférence
        Tremblay, R. & Legault, P. (1996). Torsional behaviour of built-up crane runaway girders. Communication présentée à 1st CSCE structural speciality conf, Edmonton, Alberta, Canada (p. 987-997).
    • 1995
    • 1994
      • Communication de conférence
        Tremblay, R. & Stiemer, S.F. (1994). Back-up stiffness for improving the stability of multi-storey braced frames under seismic loading. Communication présentée à SSRC annual task group technical session, Bethlehem (p. 311-325).
  • Livres (1)
    • 2000
      • Livre
        Mazzolani, F.M. & Tremblay, R. (2000). 3rd International Conference on the Behaviour of Steel Structures in Seismic Areas (STELLA 2000). CRC Press. Tiré de https://doi.org/10.1201/9781003211198
  • 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 T. Usami & Y. Itoh (édit.), Stability and ductility of steel structures (p. 103-118). Oxford, UK: Elsevier. Tiré de https://doi.org/10.1016/B978-008043320-2/50011-3
  • Brevets (1)
  • Rapports (56)
    • 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 n° ST13-01).
      • Rapport
        Willem, X. & Tremblay, R. (2013). Essais sur ancrages pour panneaux en béton Ductal© fabriqués par Bétons Génial Inc. (Rapport n° ST13-02).
      • Rapport
        Leclerc, M. & Tremblay, R. (2013). Pull tests on aquadis faucet plastic inlets (Rapport 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 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 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 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 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 n° ST11-03).
      • Rapport
        Tremblay, R. & Willem, X. (2011). Essais de compression sur 14 colonnes d'aluminum distribuée par Colonial Elegance (Rapport n° ST11-02-F).
      • Rapport
        Tremblay, R. & Leclerc, M. (2011). Seismic testing of tibertral wall panels (Rapport 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 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 n° SR08-05).
    • 2007
      • Rapport
        Charron, J.-P., Massicotte, B., Tremblay, R., Knoval, V. & Ghali, A. (2007). Concorde bridge collapse (Rapport n° SR07-06). Polytechnique Montréal.
    • 2002
      • Rapport
        Tremblay, R. (2002). Down aisle testing of rack structures strengthened with damotech base systems (Rapport n° 02-38). Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. (2002). Essais de développement d'un transmetteur de chocs sismiques (Rapport n° 02-11). Montréal, Québec: École Polytechnique.
      • 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
        Tinawi, R., Tremblay, R. & Degrange, G. (2002). Évaluation de la performance d'un poutrage métallique soumis à des chutes d'objets (Rapport n° P2807/ST02-13). Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. (2002). EWR newark parking structure in lot E - cyclic testing on beam-to-column moment connections (Rapport n° EPM-GCS-2002-01). Montréal, Québec: École Polytechnique de Montréal.
      • Rapport
        Tremblay, R. (2002). Push-out tests on steel member - concrete floor assemblies for composite action (Rapport n° 01-15). Montréal, Québec: École Polytechnique.
    • 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 n° 01-03). Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. (2001). Effondrement partiel de la charpente d'acier d'un entrepôt à Brossard, Québec.
      • Rapport
        Tremblay, R. (2001). Essais de cisaillement sur diaphragmes de toit en acier munis d'un dispositif de renfort (Rapport n° 01-01). Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. (2001). Essais de flexion sur poutres de bois (Rapport n° 01-04). Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. (2001). EWR newark parking structure in Lot E - compressions tests on beam-to-column moment connections (Rapport n° EPM-GCS-2001-15). Montréal, Québec: École Polytechnique de Montréal.
      • Rapport
        Essa, H.S., Tremblay, R. & Rogers, C.A. (2001). Inelastic seismic behavior of steel deck roof diaphragms under quasi-static cyclic loading (Rapport n° EPM-GCS-2001-11). Montréal, Québec: École Polytechnique de Montréal.
      • 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 n° 01-12). Montréal, Québec: École Polytechnique.
      • Rapport
        Bouatay, N. & Tremblay, R. (2001). Seismic design and response of multi-storey braced steel frames designed according to NBC 2004.
      • Rapport
        Nedisan, C., Tremblay, R. & Rogers, C. (2001). Seismic design of single-storey steel structures - comparative study of base shears: NBC1995 vs NBC2004.
      • Rapport
        Tremblay, R. (2001). Sélection de mouvements sismiques du sol pour analyses sismiques temporelles.
      • Rapport
        Tremblay, R., Degrange, G. & Rogers, C. (2001). Shear bond resistance of the canam P-3606 and P-3623 composite floor deck systems (Rapport n° 01-05). Montréal, Québec: École Polytechnique.
    • 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
        Tremblay, R. (2000). Essais de traction sur les tirants servant de retenue transversale temporaire des poutres du pont du boulevard du Souvenir (Rapport n° EPM-GCS-2000-10). Montréal, Québec: École Polytechnique de Montréal.
      • Rapport
        Mitchell, D. & Tremblay, R. (2000). Essais sur les appareils d'appui du pont d'étagement du boulevard du Souvenir, Laval, Québec (Rapport n° EPM-GCS-2000-13). Montréal, Québec: École Polytechnique de Montréal.
      • Rapport
        Tremblay, R. & Mitchell, D. (2000). Évaluation de la stabilité des poutres du pont d'étagement du boulevard du Souvenir, Laval, Québec (Rapport n° EPM-GCS-2000-14). Montréal, Québec: École Polytechnique de Montréal.
      • Rapport
        Tremblay, R. & Mitchell, D. (2000). Évaluation des effets thermiques sur les poutres du pont d'étagement du boulevard du Souvenir, Laval, Québec (Rapport n° EPM-GCS-2000-12). Montréal, Québec: École Polytechnique de Montréal.
      • Rapport
        Tremblay, R., Rogers, C. & Degrange, G. (2000). Evaluation of the shear bond resistances of the canam P3615 composite floor deck system (Rapport n° EPM-GCS-2000-16). Montréal, Québec: École Polytechnique de Montréal.
      • Rapport
        Rogers, C. & Tremblay, R. (2000). Inelastic seismic response of frame and sidelap fasteners for steel roof decks (Rapport n° 00-09). Montréal, Québec: École Polytechnique de Montréal.
      • 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 n° EPM-GCS-2000-11). Montréal, Québec: École Polytechnique de Montréal.
      • Rapport
        Tremblay, R. (2000). Qualification tests on JDS uniphase LGX 15SC cassette MUX & DEMUX according to R-63-CORE generic requirements (Rapport n° 00-11). Montréal, Québec: École Polytechnique.
    • 1999
      • Rapport
        Tremblay, R. (1999). Bâtiments Jardins-Mérite Beauport - Évaluation de la résistance et de la rigidité du tablier métallique du toit.
      • 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
        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 n° 99-05 & 99-16). Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. (1999). Qualification tests on wastewater metropoint OLS shelf and card modules according to GR-63-CORE generic requirements (Rapport n° 99-18). Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. & Rogers, C. (1999). Reconnaissance report on the september 21, 1999 Chi-Chi (Taiwan) earthquake. Canadian Association for Earthquake Engineering.
    • 1998
      • Rapport
        Tremblay, R. (1998). Centrale de Beauharnois, Hydro-Québec - Vérification des efforts prescrits pour le calcul des assemblages des pièces des contreventements verticaux de la charpente métallique.
      • Rapport
        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. Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. & Degrange, G. (1998). Push-out tests on a proposed hambro joist top chord (Rapport n° 98-11). Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. & Degrange, G. (1998). Vérification expérimentale d'un système de contreventement avec diagonales latéralement supportées (Rapport n° 98-10). Montréal, Québec: École Polytechnique.
    • 1997
      • Rapport
        Filiatrault, A. & Tremblay, R. (1997). Characterization tests of shapia seismic damper (Rapport n° 97-02). Montréal, Québec: École Polytechnique.
      • Rapport
        Tremblay, R. (1997). Étude préliminaire des contraintes dans les haubans du pont du Casino de Montréal. Montréal, Québec: École Polytechnique.
      • Rapport
        Filiatrault, A. & Tremblay, R. (1997). Shake table tests of shapia seismic damper (Rapport n° 97-04). Montréal, Québec: École Polytechnique.
    • 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 n° EPM-GCS-96-04). École Polytechnique de Montréal.
    • 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 n° EPM-GCS-95-09). École Polytechnique de Montréal.
      • Rapport
        Archambault, M.-H. & Tremblay, R. (1995). Hyst : a computer program for the smoothing and superposition of experimental hysteresis curves (Rapport n° EPM-GCS-95-08). École Polytechnique de Montréal.
      • Rapport
        Filiatrault, A. & Tremblay, R. (1995). Présentation du simulateur sismique du laboratoire de structures (Rapport n° EPM-GCS-95-12). École Polytechnique de Montréal.
    • 1994
      • Rapport
        Tremblay, R. (1994). EQDES : a computer program for the assessment of seismic risk (Rapport n° EPM-GCS-94-14). École Polytechnique de Montréal.