Reliability-Based Code Calibration for Design of Wood Members Using Load and Resistance Factor Design-Reference-Cited by-同舟云学术

Reliability-Based Code Calibration for Design of Wood Members Using Load and Resistance Factor Design

Published:2005-02 Issue:2 Volume:131 Page:338-344
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rosowsky D.¹²³,Gromala D. S.¹²³,Line P.¹²³

Affiliation:

1. Department Head and A.P. and Florence Wiley Chair Professor, Dept. of Civil Engineering, Texas A & M University, 3136 TAMU, College Station, TX 77843–3136.

2. Director of Codes and Product Acceptance, Weyerhaeuser, WTC 2B2, P.O. Box 9777, Federal Way, WA 98063-9777.

3. Manager, Engineering Research, American Forest & Paper Association, 1111 19th St., NW, Suite 800, Washington, DC 20036.

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%282005%29131%3A2%28338%29

Reference12 articles.

1. American Society of Civil Engineers (ASCE). (2002). “Minimum design loads for buildings and other structures.” SEI/ASCE 7-02 Reston Va.

2. Ellingwood B. Galambos T. V. MacGregor J. G. and Cornell C. A. (1980). “Development of a probability based load criterion for American National Standard A58.” Special Publication SP577 U.S. Dept. of Commerce National Bureau of Standards Washington D.C.

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