Seismic Response of Midrise Light Wood-Frame Buildings with Portal Frames

Author:

Chen Zhiyong1,Chui Ying H.2,Ni Chun3,Xu Jian4

Affiliation:

1. Postdoctoral Fellow, Faculty of Forestry and Environmental Management, Univ. of New Brunswick, P.O. Box 4400, Fredericton, NB, Canada E3B 5A3 (corresponding author).

2. Professor, Faculty of Forestry and Environmental Management, Univ. of New Brunswick, P.O. Box 4400, Fredericton, NB, Canada E3B 5A3.

3. Principal Scientist, Wood Products Division, FPInnovations, 2665 East Mall, Vancouver, BC, Canada V6T 1W5.

4. Project Engineer, KPFF Consulting Engineers, 1601 5th Ave., #1600, Seattle, WA 98101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference30 articles.

1. Al Mamun A. Doudak G. Ni C. and Mohammad M. (2012). “Portal frame bracing systems using fiber reinforced polymer (FRP) in light-wood frame buildings.” Proc. 12th World Conf. on Timber Engineering Curran Associates Red Hook NY 418–423.

2. APA—The Engineered Wood Association (APA). (2003). “Testing a portal frame design for use as bracing in fully sheathed structures.” APA Rep. T2003-48 Tacoma WA.

3. APA—The Engineered Wood Association (APA). (2004). “A portal frame design on raised wood floor for use as bracing in fully sheathed structures.” APA Rep. T2004-38 Tacoma WA.

4. Applied Technology Council (ATC). (2009). “Quantification of building seismic performance factors.” ATC-63/FEMA P–695 Project Rep. Redwood City CA.

5. Contribution of Plasterboard Finishes to Structural Performance of Multi-storey Light Wood Frame Buildings

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