 | Up a level |
Robert, N., & Tremblay, R. (2000, January). Seismic design and behaviour of chevron steel braced frames [Paper]. 12th world conf. on earthquake eng, Auckland, NZ. External link
Robert, N., & Tremblay, R. (1998, January). Earthquake induced forces in tension-only concentrically braced steel frames [Paper]. 6th U.S. nat. conf. on nearthquake eng, Seattle, USA. Unavailable
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. External link
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. External link
Tremblay, R., Robert, N., & Filiatrault, A. (1997, January). Seismic performance of RBS connections for steel moment resisting frames: influence of loading rate and floor slab [Paper]. STESSA'97 2nd int. conf. on the behaviour of steel structures in seismic area, Kyoto, Japan. Unavailable
Tremblay, R., Robert, N., & Filiatrault, A. (1997, January). Tension-only bracing: a viable earthquake-resistant system for low-rise steel building? [Paper]. SDSS'97 5th int. colloquium on stability and ductility of steel structures, Nagoya, Japan. Unavailable
