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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. Lien externe
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. Lien externe
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. Lien externe
Jiang, Y., Balazadeh-Minouei, Y., Tremblay, R., Koboevic, S., & Tirca, L. (janvier 2012). Seismic Assessment of Existing Steel Braced Frames Designed in Accordance With the 1980 Canadian Code Provisions [Communication écrite]. 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Santiago, Chile. Non disponible
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. Lien externe
Tremblay, R., St-Onge, E., Rogers, C. A., Morrison, T., Légeron, F., Desjardins, E., Tirca, L., Gray, M. G., Christopoulos, C., & Packer, J. (août 2011). Overview of ductile seismic brace fuse systems in Canada [Communication écrite]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. Non disponible
Tirca, L., & Tremblay, R. (janvier 2004). Influence of building height and ground motion type on the seismic behaviour of zipper concentrically braced steel frames [Communication écrite]. 13th world conference on earthquake engineering, Canadian association for earthquake engineering (CAEE), Vancouver, BC, Canada. 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., 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
