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Skip to Search Results- 12Driver, Robert (Civil and Environmental Engineering)
- 2Imanpour, Ali (Civil and Environmental Engineering)
- 1Grondin, Gilbert (Civil and Environmental Engineering)
- 1Li, Leijun (Chemical and Materials Engineering)
- 1Li, Yong (Civil and Environmental Engineering)
- 1Tomlinson, Douglas (Civil and Environmental Engineering)
- 1Ahmad, Muhammad
- 1Buffam, Victoria
- 1Chin, Ian Chong-Xian
- 1Duong, Eric
- 1Johnston, Graeme G
- 1Manarin, Michael
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Fall 2015
Current design procedures for double-coped beams tend to be overly conservative and do not include considerations for axial load. The reduced strength and stability of the coped region increase the susceptibility of the connection to a local failure, and the complexity of the connection behaviour...
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Fall 2010
Ductile steel plate shear walls are an established lateral load resisting system. Past research indicates that cold-rolled infill panels less than 1 mm in thickness present one solution to an overstrength problem arising from selecting an infill panel thickness based on ease of welding and...