Fragility of hydraulic elevators for use in performance-based earthquake engineering

Earthquake Spectra

Volumn 23, Issue 2, 2007, Pages 459-469

  Porter, Keith ^a  

^a CALIFORNIA INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DISTRIBUTION FUNCTIONS; ELEVATORS; HYDRAULIC EQUIPMENT; REGRESSION ANALYSIS; SEISMIC RESPONSE;

BINARY REGRESSION ANALYSIS; FRAGILITY FUNCTIONS; HYDRAULIC ELEVATORS;

EARTHQUAKE RESISTANCE;

EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; GROUND MOTION; PERFORMANCE ASSESSMENT; REGRESSION ANALYSIS; SURVEY;

CALIFORNIA; UNITED STATES;

EID: 34250707898     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.2720902     Document Type: Article

References (26)

1. Applied Technology Council (ATC), 2005. Guidelines for Seismic Performance Assessment of Buildings, 25% Complete Draft, Prepared for the Department of Homeland Security, Washington, D.C.
2. Aslani, H., 2005. Probabilistic Earthquake Loss Estimation and Loss Disaggregation in Buildings, Ph.D. Thesis, Stanford University, Stanford, CA.
3. Badillo-Almaraz, H., Whittaker, A. S., Reinhorn, A. M., and Cimellaro, G. P., 2006. Seismic Fragility of Suspended Ceiling Systems, Technical Report MCEER-06-0001, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.
4. Beck, J. L., Porter, K. A., Shaikhutdinov, R., Au, S. K., Mizukoshi, K., Miyamura, M., Ishida, H., Moroi, T., Tsukada, Y., and Masuda, M., 2002. Impact of Seismic Risk on Lifetime Property Values, Final Report, Consortium of Universities for Research in Earthquake Engineering, Richmond, CA [also at: http://resolver.caltech.edu/ caltechEERL:2002.EERL-2002-04, viewed 05 May 2006].
5. California Integrated Seismic Network (CISN), 2003a. CISN peak accel. map (in % g) for Loma Prieta Earthquake, CISN ShakeMap, available at: http://www.cisn.org/shakemap/nc/shake/LomaPrieta/pga.html [viewed 05 May 2006].
6. California Integrated Seismic Network (CISN), 2003b. CISN peak accel. map (in % g) for Northridge Earthquake, CISN ShakeMap, available at: http://www.cisn.org/shakemap/sc/shake/Northridge/pga.html [viewed 05 May 2006].
7. Cornell, C. A., Zareian, F., Krawinkler, H., and Miranda, E., 2005. Prediction of probability of collapse, in Van Nuys Hotel Building Testbed Report: Exercising Seismic Performance Assessment, Report 2005-11, edited by H. Krawinkler, Pacific Earthquake Engineering Research Center, Richmond, CA, pp. 85-93.
8. Earthquake Engineering Research Institute (EERI), 1990. Loma Prieta Earthquake reconnaissance report, Earthquake Spectra 6 (S1).
9. Finley, J., Anderson, D., and Kwon, L., 1996. Report on the Northridge Earthquake Impacts to Hospital Elevators, Contract No. 94-5122, California Office of Statewide Health Planning and Development (OSHPD), Sacramento.
10. Kao, A., Soong, T. T., and Vender, A., 1999. Nonstructural Damage Database, MCEER-99-0014, Multidisciplinary Center for Earthquake Engineering Research, State University of New York, Buffalo.
11. Kennedy, R. P., 1999. Overview of methods for seismic PRA and margin analysis including recent innovations, Proceedings, OECD-NEA Workshop on Seismic Risk, Tokyo, Japan.
12. Kennedy, R. P., and Short, S. A., 1994. Basis for Seismic Provisions of DOE-STD-1020, UCRL-CR-111478, U.S. Dept. of Energy, Washington, D.C.
13. Kircher, C. A., Nassar, A. A., Kustu, O., and Holmes, W. T., 1997. Development of building damage functions for earthquake loss estimation, Earthquake Spectra 13, 663-682.
14. Levy, R., Rutenberg, A., Magnus, P., Marianchik, E., and Segal, F., 2000. Performance of elevator systems in the 22 November 1995 Gulf of Eilat-Aqaba Earthquake, Earthquake Spectra 16, 607-619.
15. Microsoft Corporation, 2004. Microsoft Streets and Trips (version 12.00.07.1200), Microsoft Corporation, Redmond, WA.
16. Pagni, C. A., and Lowes, L. N., 2006. Fragility functions for older reinforced concrete beam-column joints, Earthquake Spectra 22, 215-238.
17. Porter, K. A., 2003, An overview of PEER's performance-based earthquake engineering methodology, Proceedings, Ninth International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP9), San Francisco, CA, Civil Engineering Risk and Reliability Association (CERRA), 973-980 [also at: http://keithp.caltech.edu/ publications.htm, viewed 05 May 2006].
18. Porter, K., Kennedy, R., and Bachman, R., 2007. Creating fragility functions for performance-based earthquake engineering, Earthquake Spectra 23, 471-489.
19. Porter, K. A., and Kiremidjian, A. S., 2001. Assembly-Based Vulnerability and its Uses in Seismic Performance Evaluation and Risk-Management Decision-Making, Report No. 139, John A. Blume Earthquake Engineering Center, Stanford, CA [also at: http://keithp.caltech.edu/publications.htm, viewed 05 May 2006].
20. Reed, J. W., Kennedy, R. P., Buttemer, D. R., Idriss, I. M., Moore, D. P., Barr, T., Wooten, K. D., and Smith, J. E., 1991. A Methodology for Assessment of Nuclear Power Plant Seismic Margin (Revision 1), NP-6041-SL Revision 1, Research Project 2722-23, Electric Power Research Institute, Jack R. Benjamin and Associates, Inc., Mountain View, CA.
21. Schiff, A. J., 1988. The Whittier Narrows, California Earthquake of October 1, 1987 - response of elevators, Earthquake Spectra 4, 367-375.
22. Shannon, C. E., 1948. The mathematical theory of communication, Bell Syst Tech. J. 27, 379-423, 623-656 [also at: http://cm.bell-labs.com/cm/ms/what/shannonday/shannon1948.pdf, viewed 20 September 2006].
23. Suarez, L. E., and Singh, M. P., 2000. Review of earthquake performance, seismic codes, and dynamic analysis of elevators, Earthquake Spectra 20, 853-878.
24. Swan, S. W, and Kassawara, R., 1998. The use of earthquake experience data for estimates of the seismic fragility of standard industrial equipment, ATC 29-1, Proceedings, Seminar on Seismic Design, Retrofit, and Performance of Nonstructural Components, Applied Technology Council, Redwood City, CA, pp. 313-322.
25. Wills, C. J., Petersen, M., Bryant, W. A., Reichle, M., Saucedo, G. J., Tan, S., Taylor, G., and Treiman, J., 2000. A Site Conditions Map for California Based on Geology and Shear Wave Velocity, California Geological Survey, Sacramento.
26. Yao, G. C., 2001. Seismic performance of passenger elevators in Taiwan, Earthquake Eng. Eng. Seismology 3, 17-26.