Seismic Resistance of Wood Shear Walls with Large OSB Panels-Reference-Cited by-同舟云学术

Seismic Resistance of Wood Shear Walls with Large OSB Panels

Published:2001-12 Issue:12 Volume:127 Page:1460-1466
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Durham Jennifer¹²³⁴,Lam Frank¹²³⁴,Prion Helmut G. L.¹²³⁴

Affiliation:

1. Member, ASCE

2. Struct. Designer, Read Jones Christoffersen Ltd., 3rd Floor, 1285 W. Broadway, Vancouver, B.C., Canada V6H 3X8.

3. Assoc. Prof., Dept. of Wood Sci., Univ. of British Columbia, Vancouver, B.C., Canada V6T 1Z4.

4. Assoc. Prof., Dept. of Wood Sci. and Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, B.C., 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%282001%29127%3A12%281460%29

Reference39 articles.

1. Adams N. R. ( 1987). “Plywood shear walls.” Res. Rep. 105 American Plywood Association Tacoma Washington.

2. ASTM. ( 1991). “Standard method of static load test for shear resistance of framed walls for buildings.” ASTM E 564-76 Philadelphia.

3. Atherton G. H. ( 1982). “Ultimate strength of structural waferboard and particleboard diaphragms.” Forest Res. Lab. Oregon State University Corvallis Oreg.

4. Atherton G. H. ( 1983). “Ultimate strength of particleboard diaphragms.” Forest Products J . 33(5) 22–26.

5. Canadian Standards Association (CSA). ( 1992). “Test method for construction sheathing.” CAN/CSA-O325.0-92 Ottawa.

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