Performance-Based Engineering of Wood Frame Housing: Fragility Analysis Methodology
Author:
Affiliation:
1. Professor and Richardson Chair in Wood Engineering, Oregon State Univ., Corvallis, OR 97331-5751.
2. Professor and Chair, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.
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%282002%29128%3A1%2832%29
Reference33 articles.
1. ASCE. (1996). “Standard for load and resistance factor design (LRFD) for engineered wood construction.” AF&PA/ASCE Standard 16-95 Reston Va.
2. Engineered Wood Construction: Structural Properties for LRFD
3. Buchanan A. H. and Barnett J. R. (1995). “Performance-based design for fire in New Zealand.” in Restructuring America and Beyond Proc. Struct. Congress XIII Vol. 1 ASCE New York 1106–1121.
4. Committee on Risk Appraisal in the Development of Facilities Design Criteria. (1991). Uses of risk analysis to achieve balanced safety in building design and construction National Academy Press Washington D.C.
5. Reliability of wood structural elements.;Ellingwood B.;J. Struct. Div. ASCE,1981
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