 | Monter d'un niveau |
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. Lien externe
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. Lien externe
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. Lien externe
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. Lien externe
Tremblay, R. (2003). Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames. Engineering Journal, 40(2), 111-129. Lien externe
Tremblay, R., & Tirca, L. (juin 2003). Behaviour and Design of Multi-Storey Zipper Concentrically Braced Steel Frames for the Mitigation of Soft-Storey Response [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. Lien externe
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. Lien externe
Tremblay, R., Martin, E., & Rogers, C. (juin 2003). Performance of Steel Roof Deck Diaphragms Under Simulated Earthquake Loading [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. Lien externe
Tremblay, R., Rogers, C. A., & Nedisan, C. Seismic Torsional Response of Single-Storey Steel Structures With Flexible Roof Diaphragms [Communication écrite]. Advances in Structures, Vols 1 and 2. Lien externe
Tremblay, R., Tirca, L., Bouchereau, R., Toupin, J. D., & Massicotte, B. (juin 2003). Flexural Demand on Partially-Encased Composite Columns in Multi-Storey Concentrically Braced Steel Frames [Communication écrite]. Stessa 2003: Behaviour of Steel Structures in Seismic Areas, Naples, Italy. Lien externe
