Shake Table Testing of Slender RC Shear Walls Subjected to Eastern North America Seismic Ground Motions-Reference-Cited by-同舟云学术

Shake Table Testing of Slender RC Shear Walls Subjected to Eastern North America Seismic Ground Motions

Published:2012-12 Issue:12 Volume:138 Page:1515-1529
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ghorbanirenani Iman¹,Tremblay Robert²,Léger Pierre³,Leclerc Martin⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, P.O. Box 6079, Station CV, Montréal, QC, Canada H3C 3A7.

2. Professor, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, P.O. Box 6079, Station CV, Montréal, QC, Canada H3C 3A7.

3. Professor, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, P.O. Box 6079, Station CV, Montréal, QC, Canada H3C 3A7 (corresponding author).

4. Research Engineer, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, P.O. Box 6079, Station CV, Montréal, QC, Canada H3C 3A7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000581

Reference33 articles.

1. Ductility of concrete walls: the Canadian seismic design provisions 1984 to 2004

2. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete and commentary.” ACI-318-11 Farmington Hills MI.

3. ASTM. (2007). “Standard specification for steel wire deformed for concrete reinforcement.” A496/A496M-07 West Conshohocken PA.

4. ASTM. (2009). “Standard specification for low-alloy steel deformed and plain bars for concrete reinforcement.” A706/A706M-09b West Conshohocken PA.

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

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