EFFICIENT ANALYTICAL FRAGILITY FUNCTION FITTING USING DYNAMIC STRUCTURAL ANALYSIS

作者: Jack W. Baker

DOI: 10.1193/021113EQS025M

关键词:

摘要: … prior to analysis so that relevant portions of the fragility curve can be … statistical procedures for estimating parameters of fragility functions using nonlinear dynamic structural analysis …

参考文章(34)
Ting Lin, Curt B. Haselton, Jack W. Baker, Conditional spectrum-based ground motion selection. Part I: Hazard consistency for risk-based assessments Earthquake Engineering & Structural Dynamics. ,vol. 42, pp. 1847- 1865 ,(2013) , 10.1002/EQE.2301
Mark D. Petersen, Arthur D. Frankel, Stephen C. Harmsen, Charles S. Mueller, Kathleen M. Haller, Russell L. Wheeler, Robert L. Wesson, Yuehua Zeng, Oliver S. Boyd, David M. Perkins, Nicolas Luco, Edward H. Field, Chris J. Wills, Kenneth S. Rukstales, Documentation for the 2008 update of the United States National Seismic Hazard Maps Open-File Report. ,(2008) , 10.3133/OFR20081128
Brendon A. Bradley, Practice-oriented estimation of the seismic demand hazard using ground motions at few intensity levels Earthquake Engineering & Structural Dynamics. ,vol. 42, pp. n/a- n/a ,(2013) , 10.1002/EQE.2319
Laura Eads, Eduardo Miranda, Helmut Krawinkler, Dimitrios G. Lignos, An efficient method for estimating the collapse risk of structures in seismic regions Earthquake Engineering & Structural Dynamics. ,vol. 42, pp. 25- 41 ,(2013) , 10.1002/EQE.2191
Hermann Beck, Michael D. Engelhardt, Net Section Efficiency of Steel Coupons with Power Actuated Fasteners Journal of Structural Engineering-asce. ,vol. 128, pp. 12- 21 ,(2002) , 10.1061/(ASCE)0733-9445(2002)128:1(12)