Estimation of seismic loss for spatially distributed buildings

Earthquake Spectra

Volumn 24, Issue 4, 2008, Pages 889-910

  Goda, Katsuichiro ^a   Hong, H P ^a  

^a UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; CORRELATION METHODS; DEGREES OF FREEDOM (MECHANICS); RISK ASSESSMENT; RISK PERCEPTION; SENSITIVITY ANALYSIS; SPATIAL DISTRIBUTION; STRUCTURAL ANALYSIS; UNCERTAINTY ANALYSIS;

AGGREGATE SEISMIC LOSS; EARTHQUAKE CATALOGS; INELASTIC SEISMIC DEMANDS; PROBABILISTIC CHARACTERISTICS; SINGLE DEGREE OF FREEDOM SYSTEMS; SPATIAL CORRELATION MODELS; SPATIAL CORRELATIONS; STRUCTURAL CAPACITIES;

EARTHQUAKES;

BUILDING; EARTHQUAKE CATALOGUE; EARTHQUAKE DAMAGE; SEISMIC RESPONSE;

BRITISH COLUMBIA; CANADA; VANCOUVER [BRITISH COLUMBIA];

EID: 58049105530     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.2983654     Document Type: Article

References (37)

1. Abrahamson, N. A., and Youngs, R. R., 1992. A stable algorithm for regression analysis using the random effects model, Bull. Seismol. Soc. Am. 82, 505-510.
2. Adams, J., and Halchuk, S., 2003. Fourth generation seismic hazard maps of Canada: values for over 650 Canadian localities intended for the 2005 National Building Code of Canada, Open-File 4459, Geological Survey of Canada, Ottawa, Canada.
3. Applied Technology Council (ATC), 2005. Improvement of nonlinear static seismic analysis procedures, Report No. FEMA-440, Washington, D.C.
4. Atkinson, G. M., and Boore, D. M., 2003. Empirical ground-motion relations for subduction-zone earthquakes and their application to Cascadia and other regions, Bull. Seismol. Soc. Am. 93, 1703-1729.
5. Baker, J. W, and Cornell, C. A., 2006. Correlation of response spectral values for multicomponent ground motions, Bull. Seismol. Soc. Am. 96, 215-227.
6. Barbat, A. H., Lagomarsino, S., and Pujades, L. G., 2006. Vulnerability assessment of dwelling buildings, Assessing and managing earthquake risk, Springer, Dordrecht, Netherlands, 115-158.
7. Boore, D. M., Joyner, W B., and Fumal, T. E., 1993. Estimation of response spectra and peak accelerations from western North American earthquakes: an interim report, Open-File 93-509, US. Geological Survey, Menlo Park, CA.
8. Boore, D. M., Gibbs, J. E, Joyner, W B., Tinsley, J. C., and Ponti, D. J., 2003. Estimated ground motion from the 1994 Northridge, California, earthquake at the site of the Interstate 10 and La Cienega Boulevard bridge collapse, west Los Angeles, California, Bull. Seismol. Soc. Am. 93, 2737-2751.
9. Boore, D. M., 2005. Erratum, Seismol. Res. Lett. 76, 368-369.
10. Boore, D. M., and Atkinson, G. M., 2008. Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s, Earthquake Spectra 24, 99-138.
11. Cassidy, J. E, and Rogers, G. C., 2004. Variation in ground shaking on the Fraser River delta (Greater Vancouver, Canada) from analysis of moderate earthquakes, Proceedings, l3th World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 1010.
12. Cornell, C. A., 1968. Engineering seismic risk analysis, Bull. Seismol. Soc. Am. 58, 1583-1606.
13. Crowley, H., and Bommer, J. J., 2006. Modelling seismic hazard in earthquake loss models with spatially distributed exposure, Bull. Earthquake Eng. 4, 249-273.
14. Ellingwood, B. R., Galambos, T. V, MacGregor, J. G., and Cornell, C. A., 1980. Development of a probability based load criterion for American national standard A58. National Bureau of Standards Special Publication No. 577, Washington, D.C.
15. Federal Emergency Management Agency (FEMA), and the National Institute of Building Sciences (NIBS), 2003. HAZUS-Earthquake: technical manual, Washington, D.C.
16. Goda, K., 2007. Assessment of Seismic Hazard and Risk, and Decision-Making under Uncertainty, Ph.D. thesis, Univ. of Western Ontario, London, Canada.
17. Goda, K., and Hong, H. P., 2008. Spatial correlation of peak ground motions and response spectra, Bull. Seismol. Soc. Am. 98, 354-365.
18. Goulet, C. A., Haselton, C. B., Mitrani-Reiser, J., Beck, J. L., Deierlein, G. G., Porter, K. A., and Stewart, J. P., 2007. Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building - from seismic hazard to collapse safety and economic losses, Earthquake Eng. Struct. Dyn. 36, 1973-1997.
19. Grossi, P., 2000. Quantifying the Uncertainty in Seismic Risk and Loss Estimation, Ph.D. thesis, University of Pennsylvania, Philadelphia, PA.
20. Hong, H. P, 2000. Distribution of structural collapses and optimal reliability for infrequent environmental loads, Struct. Safety 22, 297-311.
21. Hong, H. P, Goda, K., and Davenport, A. G., 2006. Seismic hazard analysis: a comparative study, Can. J. Civ. Eng. 33, 1156-1171.
22. Hong, H. P., and Goda, K., 2007. Orientation-dependent ground motion measure for seismic hazard assessment, Bull. Seismol. Soc. Am. 97, 1525-1538.
23. Hong, H. P, and Hong, P., 2007. Assessment of ductility demand and reliability of bilinear single-degree-of-freedom systems under earthquake loading, Can. J. Civ. Eng. 34, 1606-1615.
24. Ibarra, L. F., 2003. Global Collapses of Frame Structures under Seismic Excitations, Ph.D. thesis, Stanford University, Stanford, CA.
25. Montiel, M. A., and Ruiz, S. E., 2007. Influence of structural capacity uncertainty on seismic reliability of buildings under narrow-band motions, Earthquake Eng. Struct. Dyn. 36, 1915-1934.
26. Munich Reinsurance Company of Canada (Munich Re.), 1992. A study of the economic impact of a severe earthquake in the lower mainland of British Columbia, Vancouver, Canada.
27. National Research Council of Canada (NRCC), 2005. National Building Code of Canada 2005, Ottawa, Canada.
28. Onur, T., 2001. Seismic Risk Assessment in Southwestern British Columbia, Ph.D. thesis, University of British Columbia, Vancouver, Canada.
29. Pacific Earthquake Engineering Research (PEER) Center, 2006. Next Generation Attenuation database, http://peer.berkeley.edu/nga/ index.html (last accessed 4 April 2006).
30. Park, J., Bazzurro, P., and Baker, J. W, 2007. Modeling spatial correlation of ground motion intensity measures for regional seismic hazard and portfolio loss estimation, Proceedings, 10th International Conference on Application of Statistics and Probability in Civil Eng., Tokyo, Japan.
31. RSMearis, 2003. Building construction cost data, 61st edition, R. S. Means Company, Kingston, MA.
32. Ruiz-Garcia, J., and Miranda, E., 2007. Probabilistic estimation of maximum inelastic displacement demands fro performance-based design, Earthquake Eng. Struct. Dyn. 36, 1235-1254.
33. Tothong, P, and Cornell, C. A., 2006. An empirical ground-motion attenuation relation for in-elastic spectral displacement, Bull. Seismol. Soc. Am. 96, 2146-2164.
34. Vamvatsikos, D., and Cornell, C. A., 2005. Direct estimation of seismic demand and capacity of multidegree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation, J. Struct. Eng. 131, 589-599.
35. Wang, M., and Takada, T., 2005. Macrospatial correlation model of seismic ground motions, Earthquake Spectra 21, 1137-1156.
36. Wesson, R. L., and Perkins, D. M., 2001. Spatial correlation of probabilistic earthquake ground motion and loss, Bull. Seismol. Soc. Am. 91, 1498-1515.
37. Youngs, R. R., Silva, W. J., and Humphrey, J. R., 1997. Strong ground motion attenuation relationships for subduction zone earthquakes, Seismol. Res. Lett. 68, 58-72.