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Robert, N., & Tremblay, R. (janvier 2000). Seismic design and behaviour of chevron steel braced frames [Communication écrite]. 12th world conf. on earthquake eng, Auckland, NZ. Lien externe
Robert, N., & Tremblay, R. (janvier 1998). Earthquake induced forces in tension-only concentrically braced steel frames [Communication écrite]. 6th U.S. nat. conf. on nearthquake eng, Seattle, USA. Non disponible
Tremblay, R., & Robert, N. (2001). Seismic Performance of Low- and Medium-Rise Chevron Braced Steel Frames. Canadian Journal of Civil Engineering, 28(4), 699-714. Lien externe
Tremblay, R., & Robert, N. (2000). Seismic Design of Low- and Medium-Rise Chevron Braced Steel Frames. Canadian Journal of Civil Engineering, 27(6), 1192-1206. Lien externe
Tremblay, R., Robert, N., & Filiatrault, A. (janvier 1997). Seismic performance of RBS connections for steel moment resisting frames: influence of loading rate and floor slab [Communication écrite]. STESSA'97 2nd int. conf. on the behaviour of steel structures in seismic area, Kyoto, Japan. Non disponible
Tremblay, R., Robert, N., & Filiatrault, A. (janvier 1997). Tension-only bracing: a viable earthquake-resistant system for low-rise steel building? [Communication écrite]. SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan. Non disponible
