Loss estimation of light-frame wood construction subjected to mainshock-aftershock sequences

Journal of Performance of Constructed Facilities

Volumn 25, Issue 6, 2011, Pages 504-513

  Yin, Yue Jun ^a,b   Li, Yue ^b  

^a AIR Worldwide   (United States)

^b Michigan Technological University   (United States)

Author keywords

Aftershock; Damage; Loss estimation; Mainshock; MonteCarlo simulation; Risk; Uncertainty; Wood construction

Indexed keywords

AFTERSHOCK; DAMAGE; LOSS ESTIMATION; MAINSHOCK; MONTE CARLO SIMULATION; UNCERTAINTY; WOOD CONSTRUCTION;

DYNAMIC ANALYSIS; EARTHQUAKES; ESTIMATION; LOSSES; MAINTENANCE; POISSON DISTRIBUTION; RISK PERCEPTION; RISKS; WOOD; WOODEN BUILDINGS;

WOODEN CONSTRUCTION;

BUILDINGS; CONSTRUCTION; DAMAGE; MAINTENANCE; RISK ASSESSMENT; WOOD;

EID: 84862924642     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CF.1943-5509.0000187     Document Type: Article

References (40)

1. Abrahamson, N. A., and Silva, W. J. (1997). Empirical response spectral attenuation relations for shallow crustal earthquake.. Seismol. Res. Lett. 0895-0695, 68 (1), 94-127. 10.1785/gssrl.68.1.94 (Pubitemid 27419620)
2. Applied Technology Council (ATC). (2009 a). Guidelines for seismic performance assessment of buildings, ATC-58 50% draft.. Rep. prepared for U.S. Dept. of Homeland Security, Redwood City, CA, http://www.atcouncil.org/pdfs/ATC- 58-50percentDraft.pdf.
3. Applied Technology Council (ATC). (2009 b). Quantification of building seismic performance factors.. FEMA P695, Redwood City, CA.
4. Baker, J. W., and Cornell, C. A. (2006). Spectral shape, epsilon and record selection.. Earthquake Eng. Struct. Dyn. 0098-8847, 35 (9), 1077-1095. 10.1002/eqe.571 (Pubitemid 44044511)
5. Baker, J. W., and Cornell, C. A. (2008). Uncertainty propagation in probabilistic seismic loss estimation.. Struct. Saf. 0167-4730, 30 (3), 236-252. 10.1016/j.strusafe.2006.11.003 (Pubitemid 351267472)
6. Bommer, J. J., and Crowley, H. (2006). The influence of ground-motion variability in earthquake loss modelling.. Bull. Earthquake Eng. 0167-4730, 32 (1), 13-24. 10.1016/j.strusafe.2009.04.001
7. Bratley, P., Fox, B. L., and Schrage, L. E. (1987). A guide to simulation, Springer-Verlag, New York.
8. Burnecki, K., Hardle, W., and Weron, R. (2004). An introduction to simulation of risk processes.. Encyclopedia of actuarial science, J. Teugels, and, B. Sundt, eds., Wiley, Hoboken, NJ.
9. China Earthquake Administration. (2009). Aftershock statistics of the Wen-Chuan earthquake.. http://www.cea.gov.cn/manage/html/ 8a8587881632fa5c0116674a018300cf/-content/09-02/17/1234834558685.html (Jan. 18, 2009) (in Chinese).
10. Christovasilis, I. P., Filiatrault, A., Constantinou, M. C., and Wanitkorkul, A. (2009). Incremental dynamic analysis of woodframe buildings.. Earthquake Eng. Struct. Dyn. 0098-8847, 38 (4), 477-496. 10.1002/eqe.864
11. Cornell, C. A., and Krawinkler, H. (2000). Progress and challenges in seismic performance assessment.. PEER Center News, http://peer.berkeley.edu/ news/2000spring/performance.html.
12. Deierlein, G. G. (2004). Overview of a comprehensive framework for earthquake performance assessment.. Proc., Int. Workshop on Performance-Based Seismic Design-Concepts and Implementation, P. Fajfar, and, H. Krawinkler, eds., Pacific Earthquake Engineering Research Center, Berkeley, CA, 15-26.
13. Ellingwood, B. R., and Rosowsky, D. (1996). Combining snow and earthquake loads for limit states design.. J. Struct. Eng. 0733-9445, 122 (11), 1364-1368. 10.1061/(ASCE)0733-9445(1996)122:11(1364) (Pubitemid 126553655)
14. Folz, B., and Filiatrault, A. (2001). Cyclic analysis of wood shear walls.. J. Struct. Eng. 0733-9445, 127 (4), 433-441. 10.1061/(ASCE)0733- 9445(2001)127:4(433) (Pubitemid 33098992)
15. Folz, B., and Filiatrault, A. (2004). Seismic analysis of woodframe structures. II: Model implementation and verification.. J. Struct. Eng. 0733-9445, 130 (9), 1361-1370. 10.1061/(ASCE)0733-9445(2004)130:9(1361) (Pubitemid 40264975)
16. Gutenberg, B., and Richter, C. F. (1949). Seismicity of the earth and associated phenomena, Princeton University Press, Princeton, NJ.
17. Huang, Y.-N., Whittaker, A. S., and Luco, N. (2008). Performance assessment of conventional and based-isolated nuclear power plants for earthquake and blast loadings.. Rep. No. MCEER-08-0019, Univ. at Buffalo, State Univ. of New York.
18. Jiang, X., and Adeli, H. (2004). Object-oriented model for freeway work zone capacity and queue delay estimation.. Comput. Aided Civ. Infrastruct. Eng. 1093-9687, 19 (2), 144-156. 10.1111/j.1467-8667.2004.00344.x (Pubitemid 38300825)
19. Lewis, P. A. W., and Shedler, G. S. (1979). Simulation of nonhomogeneous Poisson process by thinning.. Nav. Res. Logist. Q. 0028-1441, 26 (3), 403-413. 10.1002/nav.3800260304 (Pubitemid 10420950)
20. Li, Q., and Ellingwood, B. R. (2007 a). Performance evaluation and damage assessment of steel frame buildings under main shock-aftershock earthquake sequences.. Earthquake Eng. Struct. Dyn. 0098-8847, 36 (3), 405-427. 10.1002/eqe.667 (Pubitemid 46380563)
21. Li, Y., and Ellingwood, B. R. (2007 b). Reliability of woodframe residential construction subjected to earthquakes.. Struct. Saf., 0167-4730 29 (4), 294-307. 10.1016/j.strusafe.2006.07.012 (Pubitemid 46865528)
22. Liel, A. B., Haselton, C. B., Deierlein, G. G., and Baker, J. W. (2009). Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings.. Struct. Saf. 0167-4730, 31 (2), 197-211. 10.1016/j.strusafe.2008. 06.002
23. Luco, N., Bazzurro, P., and Cornell, C. A. (2004). Dynamic versus static computation of the residual capacity of a mainshock-damaged building to withstand an aftershock.. Proc., 13th World Conference on Earthquake Engineering, Int. Association for Earthquake Engineering (IAEE), Tokyo.
24. Omori, F. (1894). On the aftershocks of earthquake.. J. Coll. Sci., Imp. Univ. Tokyo 0368-2110, 7, 111-200.
25. Pacific Earthquake Engineering Research (PEER) Center. (2010). PEER ground motion selection and modification program (GMSM).. http://peer.berkeley. edu/gmsm/Mission.html (Jan. 8, 2010)
26. Padgett, J. E., Dennemann, K., and Ghosh, J. (2010). Risk-based seismic life-cycle cost benefit (LCC-B) analysis for bridge retrofit assessment.. Struct. Saf. 0167-4730, 32 (3), 165-173. 10.1016/j.strusafe.2009.10.003
27. Parrino, R., and Kidwell, D. (2008). Fundamentals of corporate finance, 1st Ed., Wiley, Hoboken, NJ.
28. Pei, S., and van de Lindt, J. W. (2009). Methodology for earthquake-induced loss estimation: An application to woodframe buildings.. Struct. Saf. 0167-4730, 31 (1), 31-42. 10.1016/j.strusafe.2007.12.002
29. Reasenberg, P. A., and Jones, L. M. (1989). Earthquake hazard after a mainshock in California.. Science 0036-8075, 243 (4895), 1173-1176. 10.1126/science.243.4895.1173 (Pubitemid 19314048)
30. Reasenberg, P. A., and Jones, L. M. (1994). Earthquake aftershocks: Update.. Science 0036-8075, 265 (5176), 1251-1252. 10.1126/science.265.5176.1251 (Pubitemid 24292790)
31. Stewart, M. G. (2003). Cyclone damage and temporal changes to building vulnerability and economic risks for residential construction.. J. Wind Eng. Ind. Aerodyn. 0167-6105, 91 (5), 671-691. 10.1016/S0167-6105(02)00462-2 (Pubitemid 36339640)
32. Sunasaka, Y., and Kiremidjian, A. S. (1993). A method for structural safety evaluation under mainshock-aftershock earthquake sequences.. Rep. No. 105, John A. Blume Earthquake Engineering Center, Stanford Univ., Palo Alto, CA.
33. USGS. (2010). Aftershocks rattle Chile after earthquake.. http://earthquake.usgs.gov/earthquakes/recenteqsww/Maps/10/290-35.php (Mar. 20, 2010).
34. Utsu, T. (1995). The centenary of the Omori Formula for a decay law of aftershock activity.. J. Phys. Earth 0022-3743, 43 (1), 1-33. 10.4294/jpe1952.43.1 (Pubitemid 26456840)
35. van de Lindt, J. W. (2008). Experimental investigation of the effect of multiple earthquakes on woodframe structural integrity.. Pract. Period. Struct. Des. Constr. 1084-0680, 13 (3), 111-117. 10.1061/(ASCE)1084-0680(2008)13:3(111)
36. Wang, G.-Q., Boore, D. M., Igel, H., and Zhou, X.-Y. (2004). Comparisons of ground motions from five aftershocks of the 1999 Chi-Chi, Taiwan, earthquake with empirical predictions largely based on data from California.. Bull. Seismol. Soc. Am. 0037-1106, 94 (6), 2198-2212. 10.1785/0120030237 (Pubitemid 40294811)
37. Yeo, G. L., and Cornell, C. A. (2009 a). Building life-cycle cost analysis due to mainshock and aftershock occurrences.. Struct. Saf. 0167-4730, 31 (5), 396-408. 10.1016/j.strusafe.2008.11.002
38. Yeo, G. L., and Cornell, C. A. (2009 b). Post-quake decision analysis using dynamic programming.. Earthquake Eng. Struct. Dyn. 0098-8847, 38 (1), 79-93. 10.1002/eqe.842
39. Yin, Y.-J., and Li, Y. (2010). Seismic collapse risk of light-frame wood construction considering aleatoric and epistemic uncertainties.. Struct. Saf. 0167-4730, 32 (4), 250-261. 10.1016/j.strusafe.2010.03.012
40. Yu, G., and Adeli, H. (1993). Object-oriented finite element analysis using EER model.. J. Struct. Eng. 0733-9445, 119 (9), 2763-2781. 10.1061/(ASCE)0733-9445(1993)119:9(2763)