Methodology for earthquake-induced loss estimation: An application to woodframe buildings

Structural Safety

Volumn 31, Issue 1, 2009, Pages 31-42

  Pei, S ^a   van de Lindt, J W ^a  

^a Engineering Research Center and Hydraulics Laboratory   (United States)

Author keywords

Bayesian updating; Earthquake response; Economic losses; Performance based seismic design; Woodframe

Indexed keywords

APARTMENT HOUSES; BAYESIAN NETWORKS; EARTHQUAKES; ESTIMATION; MODELS; SEISMIC DESIGN; SEISMOLOGY; STATISTICAL TESTS; TECHNOLOGY; WOODEN BUILDINGS;

BAYESIAN MODELLING; BAYESIAN UPDATING; EARTHQUAKE RESPONSE; ECONOMIC LOSSES; INDUCED LOSSES; LOSS ESTIMATION; NUMERICAL EXAMPLES; PERFORMANCE-BASED SEISMIC DESIGN; PROBABILISTIC FRAMEWORKS; RESIDENTIAL BUILDINGS; RESIDENTIAL STRUCTURES; TEST DATA; WOOD STRUCTURES; WOODFRAME;

STRUCTURAL OPTIMIZATION;

EID: 52749097546     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.strusafe.2007.12.002     Document Type: Article

References (18)

1. Ellingwood B. Reliability-based performance concept for building construction. Structural Engineering World Wide 1998 (CD-ROM), Elsevier, CA.
2. Liu S.C., and Neghabat F. Cost optimization model for seismic design of structures. Bell Syst Tech J 51 10 (1972) 2209-2225
3. Porter KA. Assembly-based vulnerability of buildings and its uses in seismic performance evaluation and risk-management decision-making. Doctoral dissertation, Stanford CA, 2000.
4. Beck J.L., Porter K.A., and Shaikhutdinov R.V. Simplified estimation of seismic life-cycle costs. Life-Cycle Performance of Deteriorating Structures. Life-Cycle Performance of Deteriorating Structures: Assessment, Design and Management (2003) 229-236
5. Stephanie E.C., and Masanobu S. Life-cycle cost analysis with natural hazard risk. J Infrastruct Syst 2 3 (1996) 118-126
6. Frangopol D.M., Lin K.Y., and Estes A.C. Life-cycle cost design of deteriorating structures. J Struct Eng 123 10 (1997) 1390-1401
7. Liu M., Burns S.A., and Wen Y.K. Optimal seismic design of steel frame buildings based on life cycle cost considerations. Earthquake Eng Struct Dyn 32 9 (2003) 1313-1332
8. Liu M., Wen Y.K., and Burns S.A. Life cycle cost oriented seismic design optimization of steel moment frame structures with risk-taking preference. Eng Struct 26 10 (2004) 1407-1421
9. Ang A.H., and Lee J.C. Cost optimal design of R/C buildings. Reliab Eng Syst Safety 73 3 (2001) 233-238
10. Porter KA, et al. Improving loss estimation for woodframe buildings. CUREE Publication No. W-01, CUREE-Caltech Woodframe Project, Department of Structural Engineering, University of California, San Diego; 2001.
11. Porter K.A., Scawthorn C.R., and Beck J.L. Cost-effectiveness of stronger woodframe buildings. Earthquake Spectra 22 1 (2006) 239-266
12. van de Lindt JW, Rosowsky DV, Filiatrault A, Symans MD, Davidson RA. The NEESWood project: Progress on the development of a performance-based seismic design philosophy for mid-rise woodframe construction. In 9th World Conference on Timber Engineering, Portland, OR; 2006.
13. Gelman A., Carlin J.B., Stern H.S., and Rubin D.B. Bayesian data analysis. Second edition. (2004), Chapman & Hall, Boca Raton
14. Folz B., and Filiatrault A. Seismic analysis of woodframe structures. I: Model formulation. J Struct Eng 130 9 (2004) 1353-1360
15. Pei S, van de Lindt JW, Rosowsky DV, Pang WC. Next generation hysteretic models for development of a performance-based seismic design philosophy for woodframe construction. In: 8th National conference on earthquake engineering, San Francisco, CA; 2006.
16. Pang W.C., Rosowsky D.V., Pei S., and van de Lindt J.W. Evolutionary parameter hysteretic model for wood shearwalls. J Struct Eng 133 8 (2007) 1118-1129
17. Folz B., and Filiatrault A. Cyclic analysis of wood shear walls. J Struct Eng 127 4 (2001) 433-441
18. Krawinkler H, Parisi F, Ibarra L, Ayoub A, Medina R. Development of a testing protocol for woodframe structures. CUREE Publication No. W-02, Richmond, CA; 2000.