Statistical Analysis of Fragility Curves

Author:

Shinozuka Masanobu12345,Feng M. Q.12345,Lee Jongheon12345,Naganuma Toshihiko12345

Affiliation:

1. Honorary Member

2. Associate Member, ASCE

3. Fred Champion Prof., Dept. of Civ. Engrg., Univ. of Southern California, University Park, CA 90089-2531.

4. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Irvine, CA 92697-2175.

5. Visiting Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Irvine, CA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference11 articles.

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

2. Boore D. M. ( 1983). “Stochastic simulation of high-frequency ground motions based on seismological models of the radiation spectra.” Bull. Seismological Soc. of Am. 73 1865–1894.

3. Holman G. S. Chou C. K. Shipway G. D. and Glozman V. (n.d.). “Compact fragility research program Phase I. Demonstration tests.” Tech. Rep. NUREG/CR-4900 Nuclear Regulatory Commission Washington D.C.

4. Hwang H. M. and Huo J.-R. ( 1996). “Simulation of earthquake acceleration time histories.” Tech. Rep. Ctr. for Earthquake Res. and Information University of Memphis Memphis.

5. Idriss I. M. and Sun J. I. ( 1992). SHAKE91 a computer program for conducting equivalent linear seismic response analyses of horizontally layered soil deposits user's manual Ctr. for Geotech. Modeling Dept. of Civ. and Envir. Engrg. University of California Davis Calif.

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