Facteurs d'amplification dynamique pour les murs de refend couplés et partiellement couplés
Author:
Affiliation:
1. Université du Québec, École de technologie supérieure, Département de génie de la Construction, 1100 Notre-Dame Ouest, Montréal, QC H3C 1K3, Canada.
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cjce-2012-0102
Reference18 articles.
1. Earthquake time histories compatible with the 2005National building code of Canadauniform hazard spectrum
2. Compatible ground-motion time histories for new national seismic hazard maps
3. Conception sismique des murs de refend couplés, selon la norme canadienne Calcul des ouvrages en béton 2004 et le Code national du bâtiment – Canada 2005
4. Benazza, T., et Chaallal, O. 2010. Generated Seismic Signals for Canadian Soil Classes Compatible with the Design Spectra of 2005 National Building Code. Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering. July 25–29, 2010, Toronto, Ontario, Canada. Paper No 226.
5. Seismic performance of a 12-storey ductile concrete shear wall system designed according to the 2005National building code of Canadaand the 2004 Canadian Standard Association standard A23.3
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