Midply Wood Shear Wall System: Performance in Dynamic Testing

Author:

Varoglu Erol12345,Karacabeyli Erol12345,Stiemer Siegfried12345,Ni Chun12345,Buitelaar Marlen12345,Lungu Dan12345

Affiliation:

1. Chief Scientist, Intelligent Solutions, 4030 West 10th Ave., Vancouver BC, Canada V6R 2H1.

2. Manager, Building Systems Dept., Forintek Canada Corp., 2665 East Mall, Vancouver BC, Canada V6T 1W5 (corresponding author).

3. Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver BC, Canada V6T 1Z4.

4. Scientist, Building Systems Dept., Forintek Canada Corp., 2665 East Mall, Vancouver BC, Canada V6T 1W5.

5. Structural Engineer, 337 Ewen Ave., New Westminster BC, Canada V3M 5B4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. Preliminary report of structural damage from the Loma Prieta (San Francisco) earthquake of 1989 and pertinence to Canadian structural engineering practice

2. California Division of Mines and Geology (CDMG). (2000). “Peer strong motion data base.” ⟨http://peer.berkeley.edu/smcat/data/spc/Landers/JOS090.050⟩ (Dec 25 2006).

3. Dolan J. D. (1989). “The dynamic response of timber shear walls.” Ph.D. thesis Univ. of British Columbia Vancouver Canada.

4. Design Considerations for Using Adhesives in Shear Walls

5. Seismic Resistance of Wood Shear Walls with Large OSB Panels

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