Energy-based sidesway collapse fragilities for ductile structural frames under earthquake loadings

Author:

Deniz DeryaORCID,Song JunhoORCID,Hajjar Jerome F.

Funder

National Science Foundation – USA

University of Illinois at Urbana-Champaign – USA

Northeastern University – USA

Institute of Engineering Research at Seoul National University – South Korea

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference48 articles.

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2. FEMA. Recommended seismic design criteria for new steel moment-frame buildings. Report No. FEMA-350, SAC Joint Venture, Federal Emergency Management Agency, Washington, DC; 2000.

3. FEMA P-695. Quantification of seismic performance factors. FEMA P-695 Report, prepared by the Applied Technology Council for the Federal Emergency Management Agency, Washington, DC; 2009.

4. Maison B, Kasai K, Deierlein G. Study of building collapse for performance-based design validation. In: Proc. of Structures 2008: Crossing Borders, April 24-26, Vancouver, Canada; 2008.

5. PEER performance-based earthquake engineering methodology, revisited;Gunay;J Earthq Eng,2013

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