Seismic Force Demand on Brace Connections of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions-Reference-Cited by-同舟云学术

Seismic Force Demand on Brace Connections of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions

Published:2010-05-18 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2010
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Author:

Tremblay R.,Castonguay P. X.,Guilini-Charette K.,Koboevic S.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/41130%28369%29124

Reference14 articles.

1. Earthquake time histories compatible with the 2005National building code of Canadauniform hazard spectrum

2. Castonguay P.X. 2009. Seismic Performance of concentrically braced steel frames of the conventional construction category. M.Sc. Thesis Dept. of Civil Geological and Mining Eng. Ecole Polytechnique Montreal QC Canada.

3. CEN. (2004). EN 1998-1:2004:E Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules seismic actions and rules for buildings. Comité Européen de Normalisation Brussels Belgium.

4. CSA. (2005). CAN/CSA-S16.1 Limits States Design of Steel Construction Including CSA-S16S1-05 Supplement No. 1 Canadian Standards Association Willowdale ON.

5. CSI. (2009). SAP2000 - Integrated Software for Structural Analysis and Design. Computer & Structures Berkeley CA.

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