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Agüero, A., Izvernari, C., & Tremblay, R. (juin 2005). Numerical comparison and optimization of force and displacement based elements for the analysis of the inelastic cyclic response of steel bracing members [Communication écrite]. 4th International Conference on Advances in Steel Structures, Shanghai, China. Lien externe
Tremblay, R. (2005). Fundamental periods of vibration of braced steel frames for seismic design. Earthquake Spectra, 21(3), 833-860. Lien externe
Tremblay, R., & Merzouq, S. Assessment of seismic designforces in dual buckling restrained braced steel frames [Communication écrite]. 1st International Workshop on Advances in Steel Constructions, Ischia, Italy. Non disponible
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. Lien externe
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. Non disponible
Tremblay, R., & Rogers, C. Influence of seismic design requirements and building period on the design of low-rise steel buildings [Communication écrite]. 4th International Conference on Advances in Steel Structures, Shanghai, China. Lien externe
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. Lien externe
Tremblay, R., Velev, N., Merzouq, S., Blais, C., Leclerc, M., Léger, P., Massicotte, B., & Rogers, C. Multi-purpose earthquake simulation testing set-up for seismic force resisting systems of multi-storey buildings [Communication écrite]. 1st International conference on Advances in Experimental Structural Engineering, Nagoya, Japan. Non disponible
