First-Order Reliability Approach to Quantify and Improve Building Portfolio Resilience-Reference-Cited by-同舟云学术

First-Order Reliability Approach to Quantify and Improve Building Portfolio Resilience

Published:2016-08 Issue:8 Volume:142 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bonstrom Holly¹,Corotis Ross B.²

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309-0428.

2. Denver Business Challenge Professor of Engineering, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309-0428 (corresponding author).

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%29ST.1943-541X.0001213

Reference53 articles.

1. Summary of the Abrahamson & Silva NGA Ground-Motion Relations

2. ATC (Applied Technology Council). (1985). “Earthquake damage evaluation data for California.” ATC-13 Redwood City CA.

3. ATC (Applied Technology Council). (2010). “Here today—Here tomorrow: The road to earthquake resilience in San Francisco.” ATC-52-1 Redwood City CA.

4. Correlation of Response Spectral Values for Multicomponent Ground Motions

5. Bonstrom H. (2013). “A first-order reliability approach to building portfolio loss estimation and mitigation prioritization.” Ph.D. dissertation Univ. of Colorado Boulder CO.

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