Incremental dynamic analysis applied to seismic financial risk assessment of bridges

Author:

Mander John B.,Dhakal Rajesh P.,Mashiko Naoto,Solberg Kevin M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference15 articles.

1. Incremental dynamic analysis;Vamvatsikos;Earthquake Engineering and Structural Dynamics,2002

2. The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines;Cornell;ASCE Journal of Structural Engineering,2002

3. Mander JB, Basoz N. Seismic fragility curve theory for highway bridges in transportation lifeline loss estimation. In: Optimizing post-earthquake lifeline system reliability. TCLEE monograph no. 16. Reston (VA, USA): American Society of Civil Engineers; 1999

4. Probabilistic seismic safety study of an existing nuclear power plant;Kennedy;Nuclear Engineering and Design,1980

5. Federal Emergency Management Agency (FEMA). Recommended seismic design criteria for new steel moment-frame buildings. Rep. no. FEMA-350. Washington (DC): SAC Joint Venture; 2000

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