Lateral Performance of Nonsymmetric Diagonal-Braced Wood Shear Walls-Reference-Cited by-同舟云学术

Lateral Performance of Nonsymmetric Diagonal-Braced Wood Shear Walls

Published:2009-02 Issue:2 Volume:135 Page:178-186
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Minghao¹²,Lam Frank¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Wood Science, Univ. of British Columbia, Vancouver BC, Canada V6T 1Z4.

2. Professor, Dept. of Wood Science, Univ. of British Columbia, Vancouver BC, Canada V6T 1Z4.

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%290733-9445%282009%29135%3A2%28178%29

Reference26 articles.

1. Center for Better Living (CBL). (2001). “In-plane tests on post and beam shear walls with different wall configurations and wood species.” Test Rep. No. 012630 CBL Tsukuba Japan (in Japanese).

2. Ceccotti A. and Vignoli A. (1990). “Engineered timber structures: An evaluation of their seismic behavior.” Proc. Int. Conf. of Timber Engineering Tokyo 946–953.

3. Coast Forest and Lumber Association (CFLA). (2005). “Japanese product Standard 1: Structural lumber visual grading requirements for E120 Canadian coastal Hem-Fir (N) lumber products used in traditional Japanese post and beam building construction.” CFLA Vancouver Canada.

4. Reply: Monotonic and cyclic tests of timber shear walls

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