Partial Factor Approach to Repetitive-Member System Factors-Reference-Cited by-同舟云学术

Partial Factor Approach to Repetitive-Member System Factors

Published:2004-11 Issue:11 Volume:130 Page:1829-1841
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rosowsky David V.¹,Yu Guangren²

Affiliation:

1. A.P. & Florence Wiley Chair in Civil Engineering and Department Head, Department of Civil Engineering, Texas A&M University, College Station, TX 77843-3136. Formerly, Professor and Richardson Chair in Wood Engineering, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331-5751.

2. Design Engineer, Martin & Chock, Inc., 1132 Bishop St., Suite 1550, Honolulu, HI 96813; formerly, Graduate Research Assistant, Dept. of Civil Engineering, Oregon State Univ., Corvallis, OR 97331-5751.

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%282004%29130%3A11%281829%29

Reference49 articles.

1. American Forest and Paper Association (AF&PA). (1996). Load and resistance factor design (LRFD) manual for engineered wood construction Washington DC.

2. American Forest and Paper Association (AF&PA). (1997). National design specification (NDS) for wood construction Washington DC.

3. American Society for testing and materials (ASTM). (1999a). “Practice for establishing allowable properties for visually-graded dimension lumber from in-grade tests of full-size specimens.” ASTM Standards D1990-97 Philadelphia.

4. American Society for Testing and Materials (ASTM) (1999b). “Standard practice for establishing structural grades and related allowable properties for visually graded lumber.” ASTM D1990-97 Philadelphia.

5. American Society for Testing and Materials (ASTM). (1999c). “Standard specification for computing the reference resistance of wood-based materials and structural connections for load and resistance factor design.” ASTM D5457-93 Philadelphia.

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