Monotonic and Reverse-Cyclic Loading of Lag Screw Connections for Log Shear Wall Construction-Reference-Cited by-同舟云学术

Monotonic and Reverse-Cyclic Loading of Lag Screw Connections for Log Shear Wall Construction

Published:2010-01 Issue:1 Volume:22 Page:88-95
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Graham Drew A.¹²³⁴,Carradine David M.¹²³⁴,Bender Donald A.¹²³⁴,Dolan J. Daniel¹²³⁴

Affiliation:

1. Project Engineer, PCS Structural Solutions, 811 First Ave. Suite 620, Seattle, WA 98104.

2. Timber Research Engineer, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch, New Zealand.

3. Weyerhaeuser Professor of Civil Engineering and Director, Composite Materials and Engineering Center, Washington State Univ., PO Box 641806, Pullman, WA 99164-1806 (corresponding author).

4. Professor, Composite Materials and Engineering Center, Washington State Univ., PO Box 641806, Pullman, WA 99164-1806.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282010%2922%3A1%2888%29

Reference14 articles.

1. Anderson G. (2001). “Experimental investigation of group action factor for bolted wood connections.” MS thesis Virginia Tech Univ. Blacksburg Va.

2. ASTM. (2001). “Standard test methods for bolted connections in wood and wood-based products.” ASTM D 5652-95 West Conshohocken Pa.

3. ASTM. (2003a). “Standard test method for determining bending yield moment of nails.” ASTM F1575-03 West Conshohocken Pa.

4. ASTM. (2003b). “Standard test methods for direct moisture content measurement of wood and wood-base materials.” ASTM D 4442-92 West Conshohocken Pa.

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