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
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Tremblay, Robert

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Robert Tremblay (372)
- Articles de revue (140)
- 2023
Article de revue
- 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.2021.113646Article 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.2021.113669Article 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.2022.08.023Article 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.2021.107122Article 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.2021.113137Article 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.2021.106795Article 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.2020.106483Article 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.2021.106548Article 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.0003197Article 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.2021.106890Article 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.2021.112091Article 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.2021.106669Article 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.2021.106665Article 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.0002455Article 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.0002662Article 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.0002685Article 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.0002398Article 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.0002320Article 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.2018.11.008Article 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.2019.01.005Article 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.0002216Article 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.763.475Article de revue Imanpour, A., Tremblay, R., Leclerc, M. & Siguier, R. (2018). Development of a Hybrid Simulation Computational Model for Steel Braced Frames. Key Engineering Materials, 763, 609-618. Tiré de https://doi.org/10.4028/www.scientific.net/KEM.763.609Article 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.0002037Article 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.763.1077Article 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.0002180Article 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.0001696Article 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.2017.07.007Article 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.2941Article 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.2017.03.183Article 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.1943-5592.0001084Article 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.2017.03.017Article 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.2953Article 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.0001568Article 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.2016.06.004Article 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-2015-0427Article 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/10.1080/13632469.2015.1051635Article 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.2016.01.021Article 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-2015-0399Article 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.2015.07.025Article 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.0001109Article 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.0001166Article 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.0001141Article 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.2015.06.005Article 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/l2012-045Article 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-2012-0197Article 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.2259Article 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.2258Article 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/10.1080/13632469.2013.767759Article 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-2012-0243Article 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-2012-0244Article 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.2290Article 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.1943-5592.0000199Article 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.0000433Article 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.2012.05.013Article 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/l11-031Article 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.1943-5592.0000162Article 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.2011.04.009Article 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.0000350Article 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.2011.06.021Article 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.0000296Article 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.2010.10.008Article 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.0000359Article 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.201110032Article 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.994Article 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.2010.163.6.375Article 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/L10-054Article 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/10.1193/1.3283389Article de revue Rogers, C.A. & Tremblay, R. (2010). Impact of diaphragm behavior on the seismic design of low-rise steel buildings. Engineering Journal, 47(1), 21-36. Tiré de https://www.aisc.org/products/engineering-journal/impact-of-diaphragm-behavior-on-the-seismic-design-of-low-rise-steel-buildings/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.884Article 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.2007.06.003Article 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.843Article 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.829Article 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.629Article de revue Tremblay, R. & Poncet, L. (2007). Improving the seismic stability of concentrically braced steel frames. Engineering Journal, 44(2), 103-116. Tiré de https://www.aisc.org/products/engineering-journal/improving-the-seismic-stability-of-concentrically-braced-steel-frames/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 Tremblay, R. & Mitchell, D. (2006). Collapse During Construction of a Precast Girder Bridge. Journal of Performance of Constructed Facilities, 20(2), 113-125. Tiré de https://doi.org/10.1061/(ASCE)0887-3828(2006)20:2(113)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/l06-026Article 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/10.1201/9780203734964-78Article 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/l06-035Article 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.2006.2.3.5Article 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/l05-007Article 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/10.1193/1.1989358Article de revue Tremblay, R. & Rogers, C. (2005). Impact of capacity design provisions and period limitations on the seismic design of low-rise steel buildings. International Journal of Steel Structures, 5(1), 1-22.Article de revue Tremblay, R. & Poncet, L. (2005). Seismic performance of concentrically braced steel frames in multistory buildings with mass irregularity. Journal of Structural Engineering, 131(9), 1363-1375. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2005)131:9(1363)
- 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/10.1080/13632460409350509Article 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/l04-012Article 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/l04-030Article 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/l04-013Article 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
Article de revue Tremblay, R. (2003). Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames. Engineering Journal, 40(2), 111-129. Tiré de https://www.aisc.org/products/engineering-journal/achieving-a-stable-inelastic-seismic-response-for-multi-story-concentrically-braced-steel-frames/Article de revue Essa, H.S., Tremblay, R. & Rogers, C.A. (2003). Behavior of Roof Deck Diaphragms Under Quasistatic Cyclic Loading. Journal of Structural Engineering, 129(12), 1658-1666. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1658)Article de revue Rogers, C.A. & Tremblay, R. (2003). Inelastic Seismic Response of Frame Fasteners for Steel Roof Deck Diaphragms. Journal of Structural Engineering, 129(12), 1647-1657. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1647)Article de revue Rogers, C.A. & Tremblay, R. (2003). Inelastic Seismic Response of Side Lap Fasteners for Steel Roof Deck Diaphragms. Journal of Structural Engineering, 129(12), 1637-1646. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1637)Article de revue Mitchell, D., Tremblay, R., Karacabeyli, E., Paultre, P., Saatcioglu, M. & Anderson, D.L. (2003). Seismic Force Modification Factors for the Proposed 2005 Edition of the National Building Code of Canada. Canadian Journal of Civil Engineering, 30(2), 308-327. Tiré de https://doi.org/10.1139/l02-111Article de revue Tremblay, R., Archambault, M.H. & Filiatrault, A. (2003). Seismic Response of Concentrically Braced Steel Frames Made With Rectangular Hollow Bracing Members. Journal of Structural Engineering, 129(12), 1626-1636. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1626)
- 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.2002.2.3.171Article de revue Tremblay, R. (2002). Inelastic Seismic Response of Steel Bracing Members. Journal of Constructional Steel Research, 58(5-8), 665-701. Tiré de https://doi.org/10.1016/S0143-974X(01)00104-3Article 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/10.1193/1.1586178Article 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/l01-029Article 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/10.1193/1.1586183Article 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 Filiatrault, A., Tremblay, R. & Kar, R. (2000). Performance Evaluation of Friction Spring Seismic Damper. Journal of structural engineering, 126(4), 491-499. Tiré de https://doi.org/10.1061/(ASCE)0733-9445(2000)126:4(491)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)00205-8Article 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/l98-028Article 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/l96-102Article 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/l96-883Article 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/l96-006Article 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/l96-885Article de revue Tremblay, R. & Filiatrault, A. (1996). Seismic impact loading in inelastic Tension-Only Concentrically Braced steel Frames : Myth or reality ? Earthquake engineering & structural dynamics, 25(12), 1373-1389. Tiré de https://doi.org/10.1002/(SICI)1096-9845(199612)25:12%3C1373::AID-EQE615%3E3.0.CO;2-Y
- 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/l95-047Article 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
- 2023
- 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_46Communication 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_36Communication 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.pdfCommunication 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 Rahmzadeh, A., Hossain, F., Islam, K., Alam, M.S. & Tremblay, R. (2019). Numerical investigation of the lateral response of single and double controlled rocking steel bridge piers. Communication présentée à Canadian Society for Civil Engineering Annual Conference (CSCE 2019), Laval, QC, Canada. Tiré de https://csce.ca/elf/apps/CONFERENCEVIEWER/conferences/2019/pdfs/PaperPDFVersion_160_0603051550.pdfCommunication 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.2017.0110Communication 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.pdfCommunication 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.pdfCommunication 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/10.1061/9780784413357.237Communication 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/10.1061/9780784413357.209Communication 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/D38G8FJ1HCommunication 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/10.1061/9780784413357.211Communication 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/10.1061/9780784413357.213Communication 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/D3DR2P90HCommunication 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/10.1061/9780784413357.212Communication 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/D3T14TQ2RCommunication 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/D3V698C70Communication 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/D3T727G6TCommunication 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/10.1061/9780784413357.208Communication 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.106.53Communication 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/D3XS5JH72Communication 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.pdfCommunication 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.pdfCommunication 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.C1157Communication 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.pdfCommunication 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.pdfCommunication 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.pdfCommunication 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.pdfCommunication 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.pdfCommunication 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/10.1061/9780784412848.231Communication 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/10.1061/9780784412367.146Communication 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.htmlCommunication 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.2011.5991145Communication 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.htmlCommunication 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_6Communication 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.pdfCommunication 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.pdfCommunication 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.pdfCommunication 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.pdfCommunication 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)124Communication 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.pdfCommunication 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.pdfCommunication 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/10.1201/9780203861592-62Communication 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/10.1201/9780203861592-86Communication 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 Lamarche, C.P. & Tremblay, R. (2008). Accounting for residual stresses in the seismic stability of nonlinear beam-column elements with cross-section fiber discretization. Communication présentée à 2008 Annual Stability Conference (p. 59-78). Tiré de https://www.aisc.org/globalassets/continuing-education/ssrc-proceedings/1976-2010/2008-annual-stability-conference--reports-on-current-research-activities.pdfCommunication 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.PDFCommunication 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.PDFCommunication 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.PDFCommunication 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.PDFCommunication 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.PDFCommunication 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.PDFCommunication 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.htmlCommunication 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.PDFCommunication 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)259Communication 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.PDFCommunication 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/10.1201/9780203882818-35Communication 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.PDFCommunication 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.pdfCommunication 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.pdfCommunication 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-XCommunication 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.pdfCommunication 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.pdfCommunication 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.pdfCommunication 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.pdfCommunication 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.pdfCommunication 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.pdfCommunication 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
Communication de conférence Tremblay, R. & Tirca, L. (2003). Behaviour and Design of Multi-Storey Zipper Concentrically Braced Steel Frames for the Mitigation of Soft-Storey Response. Communication présentée à Stessa 2003: Behaviour of Steel Structures in Seismic Areas (p. 471-477). Tiré de https://www.taylorfrancis.com/chapters/edit/10.1201/9780203738290-64/behaviour-design-multi-storey-zipper-concentrically-braced-steel-frames-mitigation-soft-storey-response-tremblay-tircaCommunication de conférence Tremblay, R., Tirca, L., Bouchereau, R., Toupin, J.D. & Massicotte, B. (2003). Flexural Demand on Partially-Encased Composite Columns in Multi-Storey Concentrically Braced Steel Frames. Communication présentée à Stessa 2003: Behaviour of Steel Structures in Seismic Areas (p. 479-485). Tiré de https://www.taylorfrancis.com/chapters/edit/10.1201/9780203738290-65/flexural-demand-partially-encased-composite-columns-multi-storey-concentrically-braced-steel-frames-tremblay-tirca-bouchereau-toupin-massicotteCommunication de conférence Tremblay, R., Martin, E. & Rogers, C. (2003). Performance of Steel Roof Deck Diaphragms Under Simulated Earthquake Loading. Communication présentée à Stessa 2003: Behaviour of Steel Structures in Seismic Areas (p. 203-209). Tiré de https://www.taylorfrancis.com/chapters/edit/10.1201/9780203738290-28/performance-steel-roof-deck-diaphragms-simulated-earthquake-loading-tremblay-martin-rogersCommunication de conférence Tremblay, R., Rogers, C.A. & Nedisan, C. (2003). Seismic Torsional Response of Single-Storey Steel Structures With Flexible Roof Diaphragms. Communication présentée à Advances in Structures, Vols 1 and 2 (p. 1299-1305). Tiré de https://www.routledge.com/Advances-in-Structures-Volume-2-Proceedings-of-the-ASSCCA-2003-Conference/ancock/p/book/9789058095909
- 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-session10/3Communication 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%2944Communication 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/B978-008043875-7/50237-9Communication 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.pdfCommunication 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/10.1201/9781003211198-33Communication 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/10.1201/9781003211198-72Communication 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.pdfCommunication 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
Communication de conférence Tremblay, R., Degrange, G. & Blouin, J. (1999). Seismic rehabilitation of a four-storey building with a stiffened bracing system. Communication présentée à 8th Canadian Conference on Earthquake Engineering, Vancouver, Canada (p. 549-554). Tiré de https://www.caee.ca/8CCEEpdf/86%20-%20Seismic%20Rehabilitation%20Of%20A%20Four-Storey%20Building%20With%20A%20Stifferend%20Bracing%20System...%20R.%20Tremblay,%20G.%20Degrange%20and%20J.%20Blouin.pdfCommunication de conférence Tremblay, R. & Bérair, T. (1999). Shake table testing of low-rise steel buildings with flexible roof diaphragms. Communication présentée à 8th can. conf. on earthquake eng, Vancouver, Canada (p. 585-590). Tiré de https://www.caee.ca/8CCEEpdf/92%20-%20Shake%20Tale%20Testing%20Of%20A%20Low-Rise%20Steel%20Building%20With%20A%20Flexible%20Roof%20Diaphragm...%20R.%20Tremblay%20and%20T.%20Berair.pdf
- 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/B978-008043320-2/50011-3Communication 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.PDFCommunication 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.PDFCommunication 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
Communication de conférence Tremblay, R., Archambault, M.-H. & Filiatrault, A. (1995). Seismic behavior of ductile concentrically X-bracings. Communication présentée à 7th can. conf. on earth. eng, Montréal, Québec (p. 549-556). Tiré de https://www.caee.ca/7CCEEpdf/64%20-%20Seismic%20Behaviour%20of%20Ductile%20Concentric%20Steel%20X-Bracings...%20R.%20Tremblay,%20M.%20-H.%20Archambault%20and%20A.%20Filiatrault.pdf
- 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).Communication de conférence Tremblay, R. & Stiemer, S. (1994). Seismic response of single-storey steel buildings. Communication présentée à 12th intern. speciality conf. on cold-formed steel structures, St-Louis, USA (p. 657-673). Tiré de https://scholarsmine.mst.edu/isccss/12iccfss/12iccfss-session10/6/
- 2022
- Livres (1)
- 2000
Livre Mazzolani, F.M. & Tremblay, R. (2000). 3rd International Conference on the Behaviour of Steel Structures in Seismic Areas (STELLA 2000). CRC Press. Tiré de https://doi.org/10.1201/9781003211198
- 2000
- Chapitres de livre (2)
- 2001
Chapitre de livre Tremblay, R. (2001). Conception parasismique, Ch. 4. Dans Code canadien sur le calcul des ponts routiers.
- 1998
Chapitre de livre Tremblay, R., Duval, C. & Léger, P. (1998). Effects of viscous damping models, hysteretic models and ground motion characteristics on seismic p-delta strength amplification factors. Dans 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
- 2001
- Brevets (1)
- 2012
Brevet Tremblay, R. & Christopoulos, C. (2012). Self-centering energy dissipative brace apparatus with tensioning elements (Brevet n° US 8250818). Tiré de https://patents.google.com/patent/US8250818
- 2012
- 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.
- 2013