Energy-Based Seismic Risk Evaluation of Tall Reinforced Concrete Building in Vancouver, BC, Canada, under Mw9 Megathrust Subduction Earthquakes and Aftershocks-Reference-Cited by-同舟云学术

Energy-Based Seismic Risk Evaluation of Tall Reinforced Concrete Building in Vancouver, BC, Canada, under Mw9 Megathrust Subduction Earthquakes and Aftershocks

Published:2017-05-30 Issue: Volume:3 Page:
ISSN:2297-3362
Container-title:Frontiers in Built Environment
language:
Short-container-title:Front. Built Environ.

Author:

Tesfamariam Solomon,Goda Katsuichiro

Publisher

Frontiers Media SA

Subject

Urban Studies,Building and Construction,Geography, Planning and Development

Reference43 articles.

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4. Seismic performance of a 12-storey ductile concrete shear wall system designed according to the 2005 National building code of Canada and the 2004 Canadian Standard Association standard A23.3;Boivin;Can. J. Civil Eng.,2010

5. Seismic force demand on ductile reinforced concrete shear walls subjected to western North American ground motions: part 1—parametric study;Boivin;Can. J. Civil Eng.,2012

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