Structural Behavior of Wood Light-Frame Wall Segments Subjected to In-Plane and Out-of-Plane Forces-Reference-Cited by-同舟云学术

Structural Behavior of Wood Light-Frame Wall Segments Subjected to In-Plane and Out-of-Plane Forces

Published:2010-07 Issue:7 Volume:136 Page:826-836
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Winkel Michael¹²,Smith Ian¹²

Affiliation:

1. Formerly, Research Assistant and MSc Student in Forest Engineering, Univ. of New Brunswick, P.O. Box 4400, Fredericton, NB, Canada E3B 5A3 (corresponding author).

2. Professor of Structural Engineering, Univ. of New Brunswick, P.O. Box 4400, Fredericton, NB, Canada E3B 5A3.

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.0000170

Reference28 articles.

1. ASCE. (2002). “Minimum design loads for buildings and other structures.” ASCE Standard 7-02 ASCE Reston Va.

2. ASTM. (2002). “Annual book of ASTM standards: Standard practice for static load test for shear resistance of framed walls for buildings.” Standard ASTM E 564-95 Vol. 04.11 West Conshohocken Pa.

3. CSA. (2003). “Construction sheathing.” Standard O325.0-92 Toronto.

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