Probabilistic seismic performance and loss assessment of a bridge-foundation-soil system

Soil Dynamics and Earthquake Engineering

Volumn 30, Issue 5, 2010, Pages 395-411

  Bradley, Brendon A ^a   Cubrinovski, Misko ^a   Dhakal, Rajesh P ^a   MacRae, Gregory A ^a  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

Author keywords

Downtime; Performance based earthquake engineering (PBEE); Seismic loss estimation; Soil structure interaction (SSI)

Indexed keywords

DEAGGREGATION; DETERMINISTIC ANALYSIS; FINITE ELEMENT MODELS; GROUND MOTIONS; HORIZONTAL STRATIFICATION; LONGITUDINAL DIRECTION; MULTIPLE LEVELS; NEW ZEALAND; PERFORMANCE-BASED EARTHQUAKE ENGINEERING; REPAIR COSTS; SEISMIC DEMANDS; SEISMIC HAZARDS; SEISMIC LOSS; SEISMIC LOSS ESTIMATION; SEISMIC PERFORMANCE; SEISMIC RISK; SOIL SYSTEMS; TOTAL LOSS;

BRIDGE COMPONENTS; CIVIL ENGINEERING; EARTHQUAKES; ENGINEERING GEOLOGY; REPAIR; RISK ASSESSMENT; SEISMIC DESIGN; SEISMIC WAVES; SOIL LIQUEFACTION; SOILS;

GEOLOGIC MODELS;

BRIDGE; CONSTITUTIVE EQUATION; DAMAGE MECHANICS; EARTHQUAKE ENGINEERING; FINITE ELEMENT METHOD; FOUNDATION; GROUND MOTION; NUMERICAL MODEL; PERFORMANCE ASSESSMENT; PROBABILITY; SEISMIC HAZARD; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION; TWO-DIMENSIONAL MODELING;

CANTERBURY [SOUTH ISLAND]; CHRISTCHURCH [CANTERBURY]; NEW ZEALAND; SOUTH ISLAND;

EID: 76949099278     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2009.12.012     Document Type: Article

References (29)

1. Aslani H. Probabilistic earthquake loss estimation and loss disaggregation in buildings, Ph.D. Thesis, John A. Blume Earthquake Engineering Centre, Dept. of Civil and Environmental Engineering Stanford University, Stanford, CA, 2005. p. 382.
2. Bradley B.A., Dhakal R.P., Cubrinovski M., MacRae G.A., and Lee D.S. Seismic loss estimation for efficient decision making. Bull NZ Soc Earthquake Eng 42 2 (2009) 96-110
3. Goulet C.A., Haselton C.B., Mitrani-Reiser J., Beck J.L., Deierlein G.G., Porter K., et al. 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 13 (2007) 1973-1997
4. Cornell C.A., and Krawinkler H. Progress and challenges in seismic performance assessment. PEER Cent News 3 2 (2000) 1-3
5. Porter K.A., Kiremidjian A.S., and LeGrue J.S. Assembly-based vulnerability for buildings and its use in performance evaluation. Earthquake Spectra 17 2 (2001) 291-312
6. Tonkin and Taylor Ltd., Fitzgerald Avenue bridge geotechnical investigation factual report. Prepared for Christchurch City Council, 2006
7. Diana-J3: Finite-element program for effective stress analysis of two-phase soil medium. Software science, 1987, Taisei Corporation internal report 1997 [in Japanese].
8. Bowen H., and Cubrinovski M. Effective stress analysis of piles in liquefiable soil: A case study of a bridge foundation. Bull NZ Soc Earthquake Eng 41 4 (2008) 247-262
9. Cubrinovski M, Bradley BA. Evaluation of seismic performance of geotechnical structures, in International Conference on Performance-Based Design in Earthquake Geotechnical Engineering-from case history to practice, Tokyo, Japan, 2009. p. 16.
10. Cubrinovski M., and Ishihara K. Modelling of sand behaviour based on state concept. Soils Found 28 3 (1998) 115-127
11. Cubrinovski M., and Ishihara K. State concept and modified elastoplasticity for sand modeling. Soils Found 38 4 (1998) 213-225
12. Ishihara K. Liquefaction and flow failure during earthquakes. 33rd Rankine Lect Geotechnique 43 3 (1993) 351-415
13. Cubrinovski M., Uzuoka R., Sugita H., Tokimatsu K., Sato M., Ishihara K., et al. Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: shaking in the direction of ground flow. Soil Dyn Earthquake Eng 28 6 (2008) 421-435
14. Kramer S.L. Geotechnical Earthquake Engineering (1996), Prentice-Hall, Upper Saddle River, NJ
15. Cornell C.A. Engineering seismic risk analysis. Bull Seism Soc Am 58 5 (1968) 1583-1606
16. Bradley B.A., Cubrinovski M., Dhakal R.P., and MacRae G.A. Intensity measures for the seismic response of pile foundations. Soil Dyn Earthquake Eng 29 6 (2009) 1046-1058
17. Bradley B.A., Cubrinovski M., MacRae G.A., and Dhakal R.P. Ground motion prediction equation for spectrum intensity from spectral acceleration relationships. Bull Seismol Soc Am 99 1 (2009) 277-285
18. Boore D.M., and Atkinson G.M. 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 1 (2008) 99-138
19. Baker J.W., and Cornell C.A. Spectral shape, record selection and epsilon. Earthquake Eng Struct Dyn 35 9 (2006) 1077-1095
20. Shome N, Cornell CA. Probabilistic seismic demand analysis of nonlinear structures, Stanford University, Stanford, CA Report no. RMS-35, RMS Program, 1999, p. 357.
21. Stirling MW, Gerstenberger M, Litchfield N, McVerry GH, Smith WD, Pettinga JR, et al. Updated probabilistic seismic hazard assessment for the Canterbury region, 2007, p. 58.
22. Power M., Chiou B., Abrahamson N.A., Bozorgnia Y., Shantz T., and Roblee C. An overview of the NGA project. Earthquake Spectra 24 1 (2008) 3-21
23. Luco N., and Bazzurro P. Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses?. Earthquake Eng Struct Dyn 36 13 (2007) 1813-1835
24. Boore D.M., Watson-Lamprey J., and Abrahamson N.A. Orientation-independent measures of ground motion. Bull Seismol Soc Am 96 4A (2006) 1502-1511
25. MWH, Avonside/Fitzgerald/Kilmore intersection: Economic Evaluation, Prepared for: Christchurch City Council 2008, p. 42.
26. Bradley BA, Lee DS. Correlations in structure-specific seismic loss estimation. Earthquake Eng Struct Dyn, 2010, in press, doi:10.1002/eqe.937.
27. Mitrani-Reiser J. An ounce of prevention: Probabilistic loss estimation for performance-based earthquake engineering, Ph.D. Thesis, California Institute of technology, Pasadena, CA, 2007, p. 173.
28. Krawinkler H. Van Nuys hotel building test bed report: exercising seismic performance assessment. PEER 2005/11 Pacific Earthquake Engineering Research Centre 2005, p. 264.
29. Bradley BA, Dhakal RP, Cubrinovski M, MacRae GA. Prediction of spatially distributed seismic demands in structures: from structural response to loss estimation, Earthquake Eng Struct Dyn, 2010, in press, doi:10.1002/eqe.955.