| Year |
Citation |
Score |
| 2020 |
Béland T, Tremblay R, Hines EM, Fahnestock LA. Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections Journal of Structural Engineering-Asce. 146: 4020164. DOI: 10.1061/(Asce)St.1943-541X.0002685 |
0.451 |
|
| 2020 |
Béland T, Bradley CR, Nelson J, Sizemore JG, Davaran A, Tremblay R, Hines EM, Fahnestock LA. Experimental Parametric Characterization of Bolted Angle Connection Behavior Journal of Structural Engineering-Asce. 146: 4020160. DOI: 10.1061/(Asce)St.1943-541X.0002662 |
0.387 |
|
| 2020 |
Béland T, Tremblay R, Hines EM, Fahnestock LA. Rotational Capacity of Bolted Double-Web-Angle Beam-Column Gravity Connections through Full-Scale Experimental Testing Journal of Structural Engineering-Asce. 146: 4020111. DOI: 10.1061/(Asce)St.1943-541X.0002661 |
0.481 |
|
| 2020 |
Tremblay R, Davaran A. Design of Bolted Single Shear Lap Connection with Different Thicknesses of Splice Plates Journal of Structural Engineering-Asce. 146: 4020004. DOI: 10.1061/(Asce)St.1943-541X.0002455 |
0.472 |
|
| 2019 |
Chen L, Tremblay R, Tirca L. Determination of Optimum Configurations for Steel-Braced Frames with Segmental Elastic Spines Journal of Structural Engineering-Asce. 145: 4019140. DOI: 10.1061/(Asce)St.1943-541X.0002398 |
0.358 |
|
| 2019 |
Davaran A, Béland T, Tremblay R. Elastic-Plastic Analysis of Bolted Angles Usable in Steel Frame Connections Journal of Structural Engineering-Asce. 145: 4019048. DOI: 10.1061/(Asce)St.1943-541X.0002320 |
0.451 |
|
| 2019 |
Chen L, Tremblay R, Tirca L. Modular tied eccentrically braced frames for improved seismic response of tall buildings Journal of Constructional Steel Research. 155: 370-384. DOI: 10.1016/J.Jcsr.2019.01.005 |
0.501 |
|
| 2019 |
Brunet F, Tremblay R, Richard J, Lasby M. Improved Canadian seismic provisions for steel braced frames in heavy industrial structures Journal of Constructional Steel Research. 153: 638-653. DOI: 10.1016/J.Jcsr.2018.11.008 |
0.507 |
|
| 2019 |
Chen L, Tremblay R, Tirca L. Practical seismic design procedure for steel braced frames with segmental elastic spines Journal of Constructional Steel Research. 153: 395-415. DOI: 10.1016/J.Jcsr.2018.10.010 |
0.482 |
|
| 2018 |
Imanpour A, Tremblay R, Leclerc M, Siguier R. Development of a Hybrid Simulation Computational Model for Steel Braced Frames Key Engineering Materials. 763: 609-618. DOI: 10.4028/Www.Scientific.Net/Kem.763.609 |
0.301 |
|
| 2018 |
Béland T, Tremblay R, Sizemore J, Fahnestock LA, Bradley C, Hines E. Contribution of Beam-Column Connections with Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing Key Engineering Materials. 763: 475-484. DOI: 10.4028/Www.Scientific.Net/Kem.763.475 |
0.369 |
|
| 2018 |
Mottier P, Tremblay R, Rogers CA. Shake Table Test of a Half-Scale 2-Storey Steel Building Seismically Retrofitted Using Rocking Braced Frame System Key Engineering Materials. 763: 466-474. DOI: 10.4028/Www.Scientific.Net/Kem.763.466 |
0.524 |
|
| 2018 |
Tirca L, Serban O, Tremblay R, Jiang Y, Chen L. Seismic Design, Analysis and Testing of a Friction Steel Braced Frame System for Multi-Storey Buildings in Vancouver Key Engineering Materials. 763: 1077-1086. DOI: 10.4028/Www.Scientific.Net/Kem.763.1077 |
0.546 |
|
| 2018 |
Rahmzadeh A, Alam MS, Tremblay R. Analytical Prediction and Finite-Element Simulation of the Lateral Response of Rocking Steel Bridge Piers with Energy-Dissipating Steel Bars Journal of Structural Engineering-Asce. 144: 4018210. DOI: 10.1061/(Asce)St.1943-541X.0002216 |
0.373 |
|
| 2018 |
Balazadeh-Minouei Y, Tremblay R, Koboevic S. Seismic Retrofit of an Existing 10-Story Chevron-Braced Steel-Frame Journal of Structural Engineering-Asce. 144: 4018180. DOI: 10.1061/(Asce)St.1943-541X.0002180 |
0.508 |
|
| 2018 |
Balazadeh-Minouei Y, Koboevic S, Tremblay R. Seismic Assessment of Existing Steel Chevron Braced Frames Journal of Structural Engineering-Asce. 144: 4018046. DOI: 10.1061/(Asce)St.1943-541X.0002037 |
0.498 |
|
| 2018 |
Mottier P, Tremblay R, Rogers C. Seismic retrofit of low‐rise steel buildings in Canada using rocking steel braced frames Earthquake Engineering & Structural Dynamics. 47: 333-355. DOI: 10.1002/Eqe.2953 |
0.576 |
|
| 2018 |
Dehghani M, Tremblay R. Design and full‐scale experimental evaluation of a seismically endurant steel buckling‐restrained brace system Earthquake Engineering & Structural Dynamics. 47: 105-129. DOI: 10.1002/Eqe.2941 |
0.577 |
|
| 2017 |
Imanpour A, Tremblay R, Davaran A, Stoakes C, Fahnestock LA. Erratum for “Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions” by Ali Imanpour, Robert Tremblay, Ali Davaran, Christopher Stoakes, and Larry A. Fahnestock Journal of Structural Engineering-Asce. 143: 8217001. DOI: 10.1061/(Asce)St.1943-541X.0001734 |
0.459 |
|
| 2017 |
Mao Y, Tremblay R, Léger P, Li J. New Simplified Method for Designing Seismically Isolated Highway Bridges with Massive Piers Journal of Bridge Engineering. 22: 4017041. DOI: 10.1061/(Asce)Be.1943-5592.0001084 |
0.379 |
|
| 2017 |
Jacobsen E, Tremblay R. Shake-table testing and numerical modelling of inelastic seismic response of semi-rigid cold-formed rack moment frames Thin-Walled Structures. 119: 190-210. DOI: 10.1016/J.Tws.2017.05.024 |
0.529 |
|
| 2017 |
Dehghani M, Tremblay R. An analytical model for estimating restrainer design forces in bolted buckling-restrained braces Journal of Constructional Steel Research. 138: 608-620. DOI: 10.1016/J.Jcsr.2017.07.007 |
0.483 |
|
| 2017 |
Balazadeh-Minouei Y, Koboevic S, Tremblay R. Seismic evaluation of a steel braced frame using NBCC and ASCE 41 Journal of Constructional Steel Research. 135: 110-124. DOI: 10.1016/J.Jcsr.2017.03.017 |
0.538 |
|
| 2017 |
Dehghani M, Tremblay R, Leclerc M. Fatigue failure of 350WT steel under large-strain seismic loading at room and subfreezing temperatures Construction and Building Materials. 145: 602-618. DOI: 10.1016/J.Conbuildmat.2017.03.183 |
0.412 |
|
| 2016 |
Koval V, Christopoulos C, Tremblay R. Improvements to the simplified analysis method for the design of seismically isolated bridges in CSA-S6-14 Canadian Journal of Civil Engineering. 43: 897-907. DOI: 10.1139/Cjce-2015-0427 |
0.427 |
|
| 2016 |
Imanpour A, Tremblay R. Seismic design and response of steel multi-tiered concentrically braced frames in Canada Canadian Journal of Civil Engineering. 43: 908-919. DOI: 10.1139/Cjce-2015-0399 |
0.543 |
|
| 2016 |
Dehghani M, Tremblay R. Robust period-independent ground motion selection and scaling for effective seismic design and assessment Journal of Earthquake Engineering. 20: 185-218. DOI: 10.1080/13632469.2015.1051635 |
0.445 |
|
| 2016 |
Imanpour A, Tremblay R. Analysis Methods for the Design of Special Concentrically Braced Frames with Three or More Tiers for In-Plane Seismic Demand Journal of Structural Engineering-Asce. 143: 4016213. DOI: 10.1061/(Asce)St.1943-541X.0001696 |
0.487 |
|
| 2016 |
Imanpour A, Tremblay R, Fahnestock LA, Stoakes C. Analysis and Design of Two-Tiered Steel Braced Frames under In-Plane Seismic Demand Journal of Structural Engineering-Asce. 142: 4016115. DOI: 10.1061/(Asce)St.1943-541X.0001568 |
0.529 |
|
| 2016 |
Imanpour A, Tremblay R, Davaran A, Stoakes C, Fahnestock LA. Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions Journal of Structural Engineering-Asce. 142: 4016135. DOI: 10.1061/(Asce)St.1943-541X.0001561 |
0.515 |
|
| 2016 |
Tremblay R, Dehghani M, Fahnestock L, Herrera R, Canales M, Clifton C, Hamid Z. Comparison of seismic design provisions for buckling restrained braced frames in Canada, United States, Chile, and New Zealand Structures. 8: 183-196. DOI: 10.1016/J.Istruc.2016.06.004 |
0.476 |
|
| 2016 |
Imanpour A, Auger K, Tremblay R. 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: 106-122. DOI: 10.1016/J.Advengsoft.2016.01.021 |
0.565 |
|
| 2015 |
Roy J, Tremblay R, Léger P. Torsional effects in symmetrical steel buckling restrained braced frames: Evaluation of seismic design provisions Earthquake and Structures. 8: 423-442. DOI: 10.12989/Eas.2015.8.2.423 |
0.545 |
|
| 2015 |
Erochko J, Christopoulos C, Tremblay R. Design, Testing, and Detailed Component Modeling of a High-Capacity Self-Centering Energy-Dissipative Brace Journal of Structural Engineering-Asce. 141: 4014193. DOI: 10.1061/(Asce)St.1943-541X.0001166 |
0.479 |
|
| 2015 |
Davaran A, Gélinas A, Tremblay R. Inelastic Buckling Analysis of Steel X-Bracing with Bolted Single Shear Lap Connections Journal of Structural Engineering-Asce. 141: 4014204. DOI: 10.1061/(Asce)St.1943-541X.0001141 |
0.496 |
|
| 2015 |
Erochko J, Christopoulos C, Tremblay R. Design and Testing of an Enhanced-Elongation Telescoping Self-Centering Energy-Dissipative Brace Journal of Structural Engineering-Asce. 141: 4014163. DOI: 10.1061/(Asce)St.1943-541X.0001109 |
0.461 |
|
| 2015 |
Tirca L, Chen L, Tremblay R. Assessing collapse safety of CBF buildings subjected to crustal and subduction earthquakes Journal of Constructional Steel Research. 115: 47-61. DOI: 10.1016/J.Jcsr.2015.07.025 |
0.489 |
|
| 2015 |
Hoveidae N, Tremblay R, Rafezy B, Davaran A. Numerical investigation of seismic behavior of short-core all-steel buckling restrained braces Journal of Constructional Steel Research. 114: 89-99. DOI: 10.1016/J.Jcsr.2015.06.005 |
0.504 |
|
| 2014 |
Luu H, Léger P, Tremblay R. Seismic demand of moderately ductile reinforced concrete shear walls subjected to high-frequency ground motions Canadian Journal of Civil Engineering. 41: 125-135. DOI: 10.1139/Cjce-2013-0073 |
0.607 |
|
| 2013 |
Mitchell D, Huffman S, Tremblay R, Saatcioglu M, Palermo D, Tinawi R, Lau D. Damage to bridges due to the 27 February 2010 Chile earthquake Canadian Journal of Civil Engineering. 40: 675-692. DOI: 10.1139/L2012-045 |
0.477 |
|
| 2013 |
Saatcioglu M, Palermo D, Ghobarah A, Mitchell D, Simpson R, Adebar P, Tremblay R, Ventura C, Hong H. Performance of reinforced concrete buildings during the 27 February 2010 Maule (Chile) earthquake1 Canadian Journal of Civil Engineering. 40: 693-710. DOI: 10.1139/Cjce-2012-0243 |
0.584 |
|
| 2013 |
Luu H, Ghorbanirenani I, Léger P, Tremblay R. Numerical Modeling of Slender Reinforced Concrete Shear Wall Shaking Table Tests Under High-Frequency Ground Motions Journal of Earthquake Engineering. 17: 517-542. DOI: 10.1080/13632469.2013.767759 |
0.737 |
|
| 2013 |
El-Sokkary H, Galal K, Ghorbanirenani I, Léger P, Tremblay R. Shake Table Tests on FRP-Rehabilitated RC Shear Walls Journal of Composites For Construction. 17: 79-90. DOI: 10.1061/(Asce)Cc.1943-5614.0000312 |
0.74 |
|
| 2013 |
Erochko J, Christopoulos C, Tremblay R, Kim H. Shake table testing and numerical simulation of a self‐centering energy dissipative braced frame Earthquake Engineering & Structural Dynamics. 42: 1617-1635. DOI: 10.1002/Eqe.2290 |
0.323 |
|
| 2013 |
Wiebe L, Christopoulos C, Tremblay R, Leclerc M. Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing Earthquake Engineering & Structural Dynamics. 42: 1053-1068. DOI: 10.1002/Eqe.2259 |
0.508 |
|
| 2013 |
Wiebe L, Christopoulos C, Tremblay R, Leclerc M. Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large‐amplitude shake table testing Earthquake Engineering & Structural Dynamics. 42: 1069-1086. DOI: 10.1002/Eqe.2258 |
0.497 |
|
| 2012 |
Ghorbanirenani I, Tremblay R, Léger P, Leclerc M. Shake Table Testing of Slender RC Shear Walls Subjected to Eastern North America Seismic Ground Motions Journal of Structural Engineering-Asce. 138: 1515-1529. DOI: 10.1061/(Asce)St.1943-541X.0000581 |
0.75 |
|
| 2012 |
Koboevic S, Rozon J, Tremblay R. Seismic Performance of Low-to-Moderate Height Eccentrically Braced Steel Frames Designed for North American Seismic Conditions Journal of Structural Engineering-Asce. 138: 1465-1476. DOI: 10.1061/(Asce)St.1943-541X.0000433 |
0.551 |
|
| 2012 |
Dion C, Bouaanani N, Tremblay R, Lamarche CP. Real-time dynamic substructuring testing of a bridge equipped with friction-based seismic isolators Journal of Bridge Engineering. 17: 4-14. DOI: 10.1061/(Asce)Be.1943-5592.0000199 |
0.48 |
|
| 2012 |
Massarelli R, Franquet JE, Shrestha K, Tremblay R, Rogers CA. Seismic testing and retrofit of steel deck roof diaphragms for building structures Thin-Walled Structures. 61: 239-247. DOI: 10.1016/J.Tws.2012.05.013 |
0.592 |
|
| 2011 |
Khaled A, Tremblay R, Massicotte B. Combination rule for the prediction of the seismic demand on columns of regular bridges under bidirectional earthquake components Canadian Journal of Civil Engineering. 38: 698-709. DOI: 10.1139/L11-031 |
0.517 |
|
| 2011 |
Shen Y, Christopoulos C, Mansour N, Tremblay R. Seismic Design and Performance of Steel Moment-Resisting Frames with Nonlinear Replaceable Links Journal of Structural Engineering-Asce. 137: 1107-1117. DOI: 10.1061/(Asce)St.1943-541X.0000359 |
0.527 |
|
| 2011 |
Mansour N, Christopoulos C, Tremblay R. Experimental Validation of Replaceable Shear Links for Eccentrically Braced Steel Frames Journal of Structural Engineering-Asce. 137: 1141-1152. DOI: 10.1061/(Asce)St.1943-541X.0000350 |
0.557 |
|
| 2011 |
Erochko J, Christopoulos C, Tremblay R, Choi H. Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05 Journal of Structural Engineering-Asce. 137: 589-599. DOI: 10.1061/(Asce)St.1943-541X.0000296 |
0.513 |
|
| 2011 |
Khaled A, Massicotte B, Tremblay R. Cyclic Testing of Large-Scale Rectangular Bridge Columns under Bidirectional Earthquake Components Journal of Bridge Engineering. 16: 351-363. DOI: 10.1061/(Asce)Be.1943-5592.0000162 |
0.536 |
|
| 2011 |
Lamarche CP, Tremblay R. Seismically induced cyclic buckling of steel columns including residual-stress and strain-rate effects Journal of Constructional Steel Research. 67: 1401-1410. DOI: 10.1016/J.Jcsr.2010.10.008 |
0.531 |
|
| 2011 |
Dion C, Bouaanani N, Tremblay R, Lamarche CP, Leclerc M. Real-time dynamic substructuring testing of viscous seismic protective devices for bridge structures Engineering Structures. 33: 3351-3363. DOI: 10.1016/J.Engstruct.2011.06.021 |
0.479 |
|
| 2011 |
Khaled A, Tremblay R, Massicotte B. Effectiveness of the 30%-rule at predicting the elastic seismic demand on bridge columns subjected to bi-directional earthquake motions Engineering Structures. 33: 2357-2370. DOI: 10.1016/J.Engstruct.2011.04.009 |
0.494 |
|
| 2011 |
Tremblay R, Rogers CA. Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms – a Canadian perspective Steel Construction. 4: 242-250. DOI: 10.1002/Stco.201110032 |
0.544 |
|
| 2011 |
Oliveira JdOd, Christopoulos C, Packer JA, Gray MG, Willibald S, Tremblay R. Hohlprofilstreben mit Verbindungselementen aus Stahlguss unter Erdbebenbelastung Stahlbau. 80: 513-519. DOI: 10.1002/Stab.201101451 |
0.483 |
|
| 2010 |
Sideris P, Filiatrault A, Leclerc M, Tremblay R. Experimental investigation on the seismic behavior of palletized merchandise in steel storage racks Earthquake Spectra. 26: 209-233. DOI: 10.1193/1.3283389 |
0.523 |
|
| 2010 |
Guenfoud N, Tremblay R, Rogers CA. Shear capacity and tension capacity of arc-spot welds for multi-overlap deck panels Journal of Constructional Steel Research. 66: 1018-1029. DOI: 10.1016/J.Jcsr.2010.01.018 |
0.388 |
|
| 2010 |
Lamarche C-, Tremblay R, Léger P, Leclerc M, Bursi OS. Comparison between real-time dynamic substructuring and shake table testing techniques for nonlinear seismic applications Earthquake Engineering & Structural Dynamics. 39: 1299-1320. DOI: 10.1002/Eqe.994 |
0.541 |
|
| 2009 |
Ghorbani-Renani I, Velev N, Tremblay R, Palermo D, Massicotte B, Léger P. Modeling and Testing Influence of Scaling Effects on Inelastic Response of Shear Walls Aci Structural Journal. 106: 358-367. DOI: 10.14359/56500 |
0.593 |
|
| 2009 |
Lamarche CP, Bonelli A, Bursi OS, Tremblay R. A Rosenbrock‐W method for real‐time dynamic substructuring and pseudo‐dynamic testing Earthquake Engineering & Structural Dynamics. 38: 1071-1092. DOI: 10.1002/Eqe.884 |
0.363 |
|
| 2008 |
Christopoulos C, Tremblay R, Kim H, Lacerte M. Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation Journal of Structural Engineering. 134: 96-107. DOI: 10.1061/(Asce)0733-9445(2008)134:1(96) |
0.517 |
|
| 2008 |
Tremblay R, Lacerte M, Christopoulos C. Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces Journal of Structural Engineering-Asce. 134: 108-120. DOI: 10.1061/(Asce)0733-9445(2008)134:1(108) |
0.573 |
|
| 2008 |
Mastrogiuseppe S, Rogers CA, Tremblay R, Nedisan CD. Influence of nonstructural components on roof diaphragm stiffness and fundamental periods of single-storey steel buildings Journal of Constructional Steel Research. 64: 214-227. DOI: 10.1016/J.Jcsr.2007.06.003 |
0.522 |
|
| 2008 |
Braconi A, Bursi OS, Fabbrocino G, Salvatore W, Taucer F, Tremblay R. 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: 1635-1655. DOI: 10.1002/Eqe.843 |
0.538 |
|
| 2008 |
Braconi A, Bursi O, Fabbrocino G, Salvatore W, Tremblay R. 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: 1609-1634. DOI: 10.1002/Eqe.829 |
0.595 |
|
| 2007 |
Lacerte M, Tremblay R. 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: 688-689. DOI: 10.1139/L07-036 |
0.502 |
|
| 2007 |
Braconi A, Salvatore W, Tremblay R, Bursi O. Behaviour and modelling of partial‐strength beam‐to‐column composite joints for seismic applications Earthquake Engineering & Structural Dynamics. 36: 142-161. DOI: 10.1002/Eqe.629 |
0.55 |
|
| 2006 |
Lacerte M, Tremblay R. Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames Canadian Journal of Civil Engineering. 33: 1005-1021. DOI: 10.1139/L06-035 |
0.498 |
|
| 2006 |
Panneton M, Léger P, Tremblay R. Inelastic analysis of a reinforced concrete shear wall building according to the National Building Code of Canada 2005 Canadian Journal of Civil Engineering. 33: 854-871. DOI: 10.1139/L06-026 |
0.544 |
|
| 2006 |
Tremblay R, Bolduc P, Neville R, DeVall R. Seismic testing and performance of buckling- restrained bracing systems Canadian Journal of Civil Engineering. 33: 183-198. DOI: 10.1139/L05-103 |
0.507 |
|
| 2006 |
Tremblay R, Mitchell D. Collapse during construction of a precast girder bridge Journal of Performance of Constructed Facilities. 20: 113-125. DOI: 10.1061/(Asce)0887-3828(2006)20:2(113) |
0.509 |
|
| 2005 |
Tremblay R. Fundamental periods of vibration of braced steel frames for seismic design Earthquake Spectra. 21: 833-860. DOI: 10.1193/1.1989358 |
0.495 |
|
| 2005 |
Tremblay R, Merzouq S, Izvernari C, Alexieva K. Application of the equivalent static force procedure for the seismic design of multistorey buildings with vertical mass irregularity Canadian Journal of Civil Engineering. 32: 561-568. DOI: 10.1139/L05-007 |
0.528 |
|
| 2005 |
Tremblay R, Poncet L. Seismic performance of concentrically braced steel frames in multistory buildings with mass irregularity Journal of Structural Engineering. 131: 1363-1375. DOI: 10.1061/(Asce)0733-9445(2005)131:9(1363) |
0.505 |
|
| 2004 |
Filiatrault A, Kuan S, Tremblay R. Shake table testing of bookcase - Partition wall systems Canadian Journal of Civil Engineering. 31: 664-676. DOI: 10.1139/L04-031 |
0.547 |
|
| 2004 |
Filiatrault A, Tremblay R, Kuan S. Generation of floor accelerations for seismic testing of operational and functional building components Canadian Journal of Civil Engineering. 31: 646-663. DOI: 10.1139/L04-030 |
0.54 |
|
| 2004 |
Mitchell D, Tremblay R, Karacabeyli E, Paultre P, Saatcioglu M, Anderson DL. 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: 395-396. DOI: 10.1139/L04-013 |
0.44 |
|
| 2004 |
Tremblay R, Martin E, Yang W, Rogers CA. Analysis, testing and design of steel roof deck diaphragms for ductile earthquake resistance Journal of Earthquake Engineering. 8: 775-816. DOI: 10.1080/13632460409350509 |
0.54 |
|
| 2003 |
Mitchell D, Tremblay R, Karacabeyli E, Paultre P, Saatcioglu M, Anderson DL. Seismic force modification factors for the proposed 2005 edition of the National Building Code of Canada Canadian Journal of Civil Engineering. 30: 308-327. DOI: 10.1139/L02-111 |
0.363 |
|
| 2003 |
Chicoine T, Massicotte B, Tremblay R. Long-Term Behavior and Strength of Partially Encased Composite Columns Made with Built-Up Steel Shapes Journal of Structural Engineering-Asce. 129: 141-150. DOI: 10.1061/(Asce)0733-9445(2003)129:2(141) |
0.468 |
|
| 2003 |
Essa HS, Tremblay R, Rogers CA. Behavior of roof deck diaphragms under quasistatic cyclic loading Journal of Structural Engineering. 129: 1658-1666. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1658) |
0.508 |
|
| 2003 |
Rogers CA, Tremblay R. Inelastic seismic response of frame fasteners for steel roof deck diaphragms Journal of Structural Engineering. 129: 1647-1657. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1647) |
0.481 |
|
| 2003 |
Rogers CA, Tremblay R. Inelastic seismic response of side lap fasteners for steel roof deck diaphragms Journal of Structural Engineering. 129: 1637-1646. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1637) |
0.487 |
|
| 2003 |
Tremblay R, Archambault MH, Filiatrault A. Seismic response of concentrically braced steel frames made with rectangular hollow bracing members Journal of Structural Engineering. 129: 1626-1636. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1626) |
0.524 |
|
| 2002 |
Chicoine T, Tremblay R, Massicotte B. Finite element modelling and design of partially encased composite columns Steel and Composite Structures. 2: 171-194. DOI: 10.12989/Scs.2002.2.3.171 |
0.498 |
|
| 2002 |
Chicoine T, Tremblay R, Massicotte B, Ricles JM, Lu LW. Behavior and strength of partially encased composite columns with built-up shapes Journal of Structural Engineering. 128: 279-288. DOI: 10.1061/(Asce)0733-9445(2002)128:3(279) |
0.509 |
|
| 2002 |
Tremblay R. Inelastic seismic response of steel bracing members Journal of Constructional Steel Research. 58: 665-701. DOI: 10.1016/S0143-974X(01)00104-3 |
0.514 |
|
| 2001 |
Filiatrault A, Tremblay R, Wanitkorkul A. Performance evaluation of passive damping systems for the seismic retrofit of steel moment-resisting frames subjected to near-field ground motions Earthquake Spectra. 17: 427-456. DOI: 10.1193/1.1586183 |
0.536 |
|
| 2001 |
Tremblay R, Eeri M, Atkinson GM. Comparative study of the inelastic seismic demand of eastern and western Canadian sites Earthquake Spectra. 17: 333-358. DOI: 10.1193/1.1586178 |
0.447 |
|
| 2001 |
Tremblay R, Robert N. Seismic performance of low- and medium-rise chevron braced steel frames Canadian Journal of Civil Engineering. 28: 699-714. DOI: 10.1139/L01-038 |
0.51 |
|
| 2001 |
Tremblay R, Léger P, Tu J. Inelastic seismic response of concrete shear walls considering P-delta effects Canadian Journal of Civil Engineering. 28: 640-655. DOI: 10.1139/L01-029 |
0.618 |
|
| 2000 |
Tremblay R, Robert N. Seismic design of low- and medium-rise chevron braced steel frames Canadian Journal of Civil Engineering. 27: 1192-1206. DOI: 10.1139/L00-061 |
0.532 |
|
| 2000 |
Filiatrault A, Tremblay R, Kar R. Performance evaluation of friction spring seismic damper Journal of Structural Engineering New York, N.Y.. 126: 491-499. DOI: 10.1061/(Asce)0733-9445(2000)126:4(491) |
0.519 |
|
| 1998 |
Tremblay R. Development of design spectra for long-duration ground motions from Cascadia subduction earthquakes Canadian Journal of Civil Engineering. 25: 1078-1090. DOI: 10.1139/L98-028 |
0.44 |
|
| 1998 |
Filiatrault A, Tremblay R. Design of Tension-Only Concentrically Braced Steel Frames for seismic induced impact loading Engineering Structures. 20: 1087-1096. DOI: 10.1016/S0141-0296(97)00205-8 |
0.532 |
|
| 1997 |
Tremblay R, Stiemer SF. Seismic behavior of single-storey steel structures with a flexible roof diaphragm Canadian Journal of Civil Engineering. 23: 163-164. DOI: 10.1139/L96-006 |
0.785 |
|
| 1997 |
Tremblay R, Filiatrault A. Seismic performance of steel moment resisting frames retrofitted with a locally reduced beam section connection Canadian Journal of Civil Engineering. 24: 78-89. DOI: 10.1139/Cjce-24-1-78 |
0.523 |
|
| 1996 |
Tremblay R, Filiatrault A, Bruneau M, Nakashima M, Prion HGL, DeVall R. Seismic design of steel buildings: lessons from the 1995 Hyogo-ken Nanbu earthquake Canadian Journal of Civil Engineering. 23: 727-756. DOI: 10.1139/L96-885 |
0.533 |
|
| 1996 |
Bruneau M, Wilson JC, Tremblay R. Performance of steel bridges during the 1995 Hyogo-ken Nanbu (Kobe, Japan) earthquake Canadian Journal of Civil Engineering. 23: 678-713. DOI: 10.1139/L96-883 |
0.518 |
|
| 1996 |
Tremblay R, Filiatrault A. Seismic impact loading in inelastic tension-only concentrically braced steel frames: Myth or reality? Earthquake Engineering and Structural Dynamics. 25: 1373-1389. DOI: 10.1002/(Sici)1096-9845(199612)25:12<1373::Aid-Eqe615>3.0.Co;2-Y |
0.517 |
|
| 1995 |
Mitchell D, DeVall RH, Saatcioglu M, Simpson R, Tinawi R, Tremblay R. Damage to concrete structures due to the 1994 Northridge earthquake Canadian Journal of Civil Engineering. 22: 361-377. DOI: 10.1139/L95-047 |
0.487 |
|
| 1995 |
Tremblay R, Timler P, Bruneau M, Filiatrault A. Performance of steel structures during the 1994 Northridge earthquake Canadian Journal of Civil Engineering. 22: 338-360. DOI: 10.1139/L95-046 |
0.55 |
|
| 1993 |
Tremblay R, Stiemer SF, Filiatrault A. Discussion: Overview of seismic provision changes in National Building Code of Canada 1990 Canadian Journal of Civil Engineering. 20: 334-339. DOI: 10.1139/L93-044 |
0.484 |
|
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