Vector-valued probabilistic seismic hazard assessment for the effects of vertical ground motions on the seismic response of highway bridges

Earthquake Spectra

Volumn 26, Issue 4, 2010, Pages 999-1016

  Gülerce, Zeynep ^a   Abrahamson, Norman A ^b  

^a MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

^b PACIFIC GAS AND ELECTRIC COMPANY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGES; HAZARDS; HIGHWAY PLANNING; SEISMIC DESIGN; SEISMIC RESPONSE;

ANNUAL PROBABILITIES; ORDINARY HIGHWAY BRIDGES; PEAK GROUND ACCELERATION; PROBABILISTIC SEISMIC HAZARD ASSESSMENT; SEISMIC DESIGN CODE; STRUCTURAL PARAMETER; VERTICAL ACCELERATIONS; VERTICAL GROUND MOTION;

HIGHWAY BRIDGES;

EID: 79251495094     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.3464548     Document Type: Article

References (17)

1. Abrahamson, N. A., and Silva, W. J., 2008. Summary of the Abrahamson and Silva NGA ground-motion relations, Earthquake Spectra 24, 57-69.
2. Bazzurro, P., and Cornell, C. A., 1999. Disaggregation of seismic hazard, Bull. Seismol. Soc. Am. 89, 501-520.
3. Bazzurro, P., and Cornell, C. A., 2002. Vector-valued probabilistic seismic hazard analysis (VP-SHA), in Proceedings. 7th U. S. National Conference on Earthquake Engineering, Paper #61, Boston.
4. 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 0.0 1 s and 10.0 s, Earthquake Spectra 24, 99-139.
5. California Department of Transportation (Caltrans), 2006. Seismic Design Criteria, Report No. SDC-2006, Sacramento, CA.
6. Campbell, K. W., and Bozorgnia, Y., 2008. NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s, Earthquake Spectra 24, 139-173.
7. Chiou, B., Darragh, R., Gregor, N., and Silva, W., 2008. NGA project strong motion database, Earthquake Spectra 24, 23-44.
8. Chiou, B. S. J., and Youngs, R. R., 2008. Chiou-Youngs NGA ground motion relations for the geometric mean horizontal component of peak and spectral ground motion parameters, Earthquake Spectra 24, 173-217.
9. Cornell, C. A., 1968. Engineering seismic risk analysis, Bull. Seismol. Soc. Am. 58, 1583-1606.
10. Idriss, I. M., 2008. An NGA empirical model for estimating the horizontal spectral values generated by shallow crustal earthquakes, Earthquake Spectra 24, 217-243.
11. Kunnath, S. K., Erduran, E., Chai, Y. H., and Yashinsky, M., 2008. Effect of near-fault vertical ground motions on seismic response of highway overcrossings, J. Bridge Eng., ASCE 13, 282-290.
12. Mackie, K., and Stojadinovic, B., 2003. Seismic Demands for Performance-Based Design of Bridges, Report No. PEER 2003-16, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA.
13. Nielson, B. G., and DesRoches, R., 2007. Seismic fragility methodology for highway bridges using a component level approach, Earthquake Eng. Struct. Dyn. 36, 823-839.
14. Working Group on California Earthquake Probabilities (USGS Working Group), 2003. Earthquake Probabilities in the San Francisco Bay Region: 2002-2031, U. S. Geological Society Open File Report 03-214.
15. Yilmaz, Z., 2008. Vector valued probabilistic seismic hazard assessment for the effect of near-fault vertical ground motions on the seismic response of highway bridges, Ph. D. Thesis, University of California, Davis.
16. Yilmaz, Z., and Abrahamson, N. A., 2008. NGA ground motion prediction equations for the vertical component of peak and spectral ground motion parameters, Seismological Society of America Annual Meeting, Santa Fe, NM.
17. Yilmaz, Z., and Abrahamson, N. A., 2009. Incorporating the structural demand analyses into probabilistic seismic hazard assessment framework: A case study for ordinary highway bridges, WCCE-ECCE-TCCE Joint Conference on Earthquake & Tsunami, Paper # 125, Istanbul.