Optimal Seismic Design Considering Risk Attitude, Societal Tolerable Risk Level, and Life Quality Criterion-Reference-Cited by-同舟云学术

Optimal Seismic Design Considering Risk Attitude, Societal Tolerable Risk Level, and Life Quality Criterion

Published:2006-12 Issue:12 Volume:132 Page:2027-2035
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Goda K.¹²,Hong H. P.¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Univ. of Western Ontario, London ON, Canada N6A 5B9.

2. Professor, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Univ. of Western Ontario, London ON, Canada N6A 5B9. E-mail: hongh@eng.uwo.ca

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%282006%29132%3A12%282027%29

Reference35 articles.

1. Adams J. and Halchuk S. (2003). “Fourth generation seismic hazard maps of Canada: Values for over 650 Canadian localities intended for the 2005 National Building Code of Canada.” Open-File 4459 Geological Survey of Canada Ottawa.

2. Life quality index revisited, Structural Safety, 26 (2004) 443–451

3. What Is Wrong with Criterion FN-Lines for Judging the Tolerability of Risk?

4. FEMA. (1992). “A benefit-cost model for the seismic rehabilitation of buildings: A user’s manual and supporting document.” FEMA 227 & 228 Washington D.C.

5. Optimal seismic design for limited planning time horizon with detailed seismic hazard information

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