Incremental dynamic analysis for estimating seismic performance sensitivity and uncertainty

Author:

Vamvatsikos Dimitrios,Fragiadakis Michalis

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. SAC/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.

2. Effects of connection fractures on SMRF seismic drift demands;Luco;ASCE Journal of Structural Engineering,2000

3. Foutch DA, Shi S. Effects of hysteresis type on the seismic response of buildings. Proceedings of the 6th U.S. National Conference on Earthquake Engineering, Paper No. 409. EERI: El Cerrito, CA, Seattle, WA, 1998; 1-12.

4. Ibarra LF. Global collapse of frame structures under seismic excitations. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2003.

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