Seismic Reliability Analysis of Diagonal-Braced and Structural-Panel-Sheathed Wood Shear Walls-Reference-Cited by-同舟云学术

Seismic Reliability Analysis of Diagonal-Braced and Structural-Panel-Sheathed Wood Shear Walls

Published:2009-05 Issue:5 Volume:135 Page:587-596
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Minghao¹²³,Lam Frank¹²³,Foschi Ricardo O.¹²³

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 (corresponding author).

3. Professor Emeritus, Dept. of Civil Engineering, 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%29ST.1943-541X.0000008

Reference20 articles.

1. A fast and efficient response surface approach for structural reliability problems

2. Building Center of Japan (BCJ). (2000). “Test and performance evaluation method—Wood shear wall performance and shear wall factors.” Tokyo ⟨http://www.bcj.or.jp/cgi/download.cgi⟩ (in Japanese).

3. Ceccotti A. and Foschi R. O. (1998). “Reliability assessment of wood shear walls under earthquake excitation.” Proc. Int. Conf. on Computational Stochastic Mechanics Santorini Greece.

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

5. Response‐Surface Approach for Reliability Analysis

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