Cyclic Performance of Perforated Wood Shear Walls with Oversize OSB Panels-Reference-Cited by-同舟云学术

Cyclic Performance of Perforated Wood Shear Walls with Oversize OSB Panels

Published:1999-01 Issue:1 Volume:125 Page:10-18
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

He Ming,Magnusson Henrik,Lam Frank,Prion Helmut G. L.

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%281999%29125%3A1%2810%29

Reference22 articles.

1. Canada Mortgage and Housing Corporation. ( 1985). Canadian wood-frame house construction CMHC Ottawa.

2. Dolan J. D. ( 1989). “The dynamic response of timber shear walls.” PhD dissertation Dept. of Civ. Engrg. Univ. of British Columbia Vancouver BC Canada.

3. Enjily V. and Griffiths R. D. ( 1996). “The racking resistance of large wall panels.” Proc. Int. Wood Engrg. Conf. Vol. 2 Omnipress Madison Wisc. 321–328.

4. Dynamic Characteristics of Wood and Gypsum Diaphragms

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