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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. Lien externe
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. Lien externe
Choi, H., Erochko, J., Christopoulos, C., & Tremblay, R. (octobre 2008). Comparison of the seismic response of steel buildings incorporating self-centering energy dissipative braces [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Choi, H., Erochko, J., Christopoulos, C., & Tremblay, R. (2008). Comparison of the Seismic Response of Steel Buildings Incorporating Self-Centering Energy-Dissipative Braces, Buckling Restrained Braces and Moment-Resisting Frames. (Rapport technique n° 2008-05). Non disponible
Christopoulos, C., Tremblay, R., Erochko, J., & Choi, H. Response of 2-D and 3-D buildings incorporating buckling-restrained and self-centering bracing systems [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
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. Lien externe
De Oliveira, J.-C., Christopoulos, C., Packer, J. A., Tremblay, R., & Gray, M. G. (octobre 2008). Full-scale experimental validation of standardized seismic-resistant cast steel brace connectors [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Ghorbanirenani, I., Tremblay, R., Léger, P., & Palermo, D. Inelastic seismic evaluation of slender shear walls designed according to CSA-A23.3-04 and NBCC 2005 [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
Kassis, D., & Tremblay, R. Brace fuse system for cost-effective design of low-rise steel buildings [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
Lamarche, C. P., & Tremblay, R. (avril 2008). Accounting for residual stresses in the seismic stability of nonlinear beam-column elements with cross-section fiber discretization [Communication écrite]. 2008 Annual Stability Conference. Lien externe
Lamarche, C.-P., Leclerc, M., Tremblay, R., Léger, P., Bouaanani, N., Koboevic, S., & Bursi, O. (octobre 2008). Comparison between real time nonlinear seismic hybrid and shake table testing techniques [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Léger, P., & Tremblay, R. (octobre 2008). Earthquake ground motions for seismic damage assessment and re-evaluation of existing buildings and critical facilities [Communication écrite]. NATO Advanced Research Workshop on Damage assessment and reconstruction after natural disasters and military activities, Sarajevo, Bosnia and Herzegovinia. Non disponible
Mansour, N., Shen, Y., Christopoulos, C., & Tremblay, R. (octobre 2008). Cyclic experimental evaluation of nonlinear replaceable links in eccentrically braced frames and moment resisting frames [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Martinez-Saucedo, G., Tremblay, R., & Packer, J. A. (octobre 2008). Seismic response of circular hollow section braces with slotted end connections [Communication écrite]. 12th International Symposium on Tubular Structures, Shanghai, China. Lien externe
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. Lien externe
Rogers, C., & Tremblay, R. Impact of diaphragm behaviour on the seismic design of low-rise steel buildings [Communication écrite]. North American Steel Construction Conference, Nashville, TN. Lien externe
Rozon, J., Koboevic, S., & Tremblay, R. (octobre 2008). Study of global behaviour of eccentrically braced frames in response to seismic loads [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Sideris, P., Filiatrault, S., Leclerc, M., & Tremblay, R. (octobre 2008). Experimental performance evaluation of inclined shelving for steel pallet type storage racks [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R. (avril 2008). Influence of brace slenderness on the fracture life of rectangular tubular steel bracing members subjected to seismic inelastic loading [Communication écrite]. ASCE Structures Congress, Vancouver, B.C.. Lien externe
Tremblay, R., Ghorbanirenami, I., Velev, N., Léger, P., Leclerc, M., Koboevic, S., Bouaanani, N., Galal, K., & Palermo, D. (octobre 2008). Seismic response of multi-storey reinforced concrete walls subjected to eastern North America high frequency ground motions [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R., Haddad, M., Martinez, G., Richard, J., & Moffatt, K. (octobre 2008). Inelastic cyclic testing of large size steel bracing members [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
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. Lien externe
Tremblay, R., Packer, J. A., Christopoulos, C., & De Oliveira, J.-C. (2008). Quasi-static cyclic testing of individual full-scale circular steel tubular braces equipped with cast connex high-strength connectors. (Rapport technique n° SR08-05). Non disponible
Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., Fronteddu, L., & Rivest, S. Seismic response of viscously damped rocking braced steel frames for building structures [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
Tremblay, R., Poirier, L.-P., Bouaanani, N., Leclerc, M., René, V., Fronteddu, L., & Rivest, S. (octobre 2008). Innovative viscously damped rocking braced steel frames [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R., Rogers, C., Lamarche, C.-P., Nedisan, C., Franquet, J., Masarelli, R., & Shrestha, K. (octobre 2008). Dynamic seismic testing of large size steel deck diaphragm low-rise building applications [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
