Fragility Assessment of Light-Frame Wood Construction Subjected to Wind and Earthquake Hazards-Reference-Cited by-同舟云学术

Fragility Assessment of Light-Frame Wood Construction Subjected to Wind and Earthquake Hazards

Published:2004-12 Issue:12 Volume:130 Page:1921-1930
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ellingwood Bruce R.¹,Rosowsky David V.²,Li Yue³,Kim Jun Hee⁴

Affiliation:

1. College of Engineering Distinguished Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.

2. Richardson Chair in Wood Engineering and Professor of Civil Engineering, Oregon State Univ., Corvallis, OR 97331-5751.

3. Graduate Research Assistant, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.

4. Graduate Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, Oregon State Univ., Corvallis, OR 97331.

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%3A12%281921%29

Reference33 articles.

1. American Society of Civil Engineers (ASCE. ( 2003). “Minimum design loads for buildings and other structures.” ASCE standard 7-02 Reston Va.

2. Probability-based codified design: past accomplishments and future challenges

3. Ellingwood B. ( 1998). “Reliability-based performance concept for building construction.” in Struct. Eng. Worldwide (Proc. Struct. Eng. World Congress 1998) Elsevier Paper T178-4 (CD-ROM)

4. Acceptable risk bases for design of structures

5. Probability-based load criteria—Load factors and load combinations;Ellingwood B.;J. Struct. Div. ASCE,1982

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