Comparisons of the NGA ground-motion relations

Earthquake Spectra

Volumn 24, Issue 1, 2008, Pages 45-66

  Abrahamson, Norman ^a   Atkinson, Gail ^b   Boore, David ^c   Bozorgnia, Yousef ^d   Campbell, Kenneth ^e   Chiou, Brian ^f   Idriss, I M ^g   Silva, Walter ^h   Youngs, Robert ⁱ  

^a PACIFIC GAS AND ELECTRIC COMPANY   (United States)

^b UNIVERSITY OF WESTERN ONTARIO   (Canada)

^c U S GEOLOGICAL SURVEY   (United States)

^d UNIVERSITY OF CALIFORNIA   (United States)

^e EQECAT   (United States)

^f CALIFORNIA DEPARTMENT OF TRANSPORTATION   (United States)

^g UNIVERSITY OF CALIFORNIA   (United States)

^h Pacific Engineering and Analysis   (United States)

ⁱ Geomatrix Consultants   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE EFFECTS; STATISTICS;

ACTIVE TECTONICS; CRUSTAL EARTHQUAKES; DEPTH EFFECTS; GROUND MOTIONS; SOIL/SEDIMENT; SPECTRAL VALUE; STANDARD DEVIATION; STRIKE-SLIP EARTHQUAKES;

SOILS;

AFTERSHOCK; COMPARATIVE STUDY; DATA SET; EARTHQUAKE MAGNITUDE; EARTHQUAKE MECHANISM; GROUND MOTION; RESPONSE ANALYSIS; ROCK MECHANICS; RUPTURE; SOIL MECHANICS; SPECTRAL ANALYSIS;

EID: 48549084695     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.2924363     Document Type: Article

References (11)

1. Abrahamson, N. A., and Silva, W. J., 2008. Summary of the Abrahamson & Silva NGA ground-motion relations, Earthquake Spectra 24, 67-97.
2. 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.
3. Campbell, K. W., and Bozorgnia, Y., 2006. Next generation attenuation (NGA) empirical ground motion models: can they be used in Europe?, First European Conference on Earthquake Engineering and Seismology Geneva, Switzerland, 3-8 September 2006, Paper: 458.
4. 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, 139-171.
5. 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, 173-215.
6. Choi, Y., and Stewart, J. P., 2005. Nonlinear site amplification as function of 30 m shear-wave velocity, Earthquake Spectra 21, 1-30.
7. Day, S. M., Bielak, J., Dreger, D., Graves, R., Larsen, S., Olsen, K., and Pitarka, A., 2005. 3D ground motion simulations in basins, Final report prepared for the Pacific Earthquake Engineering Research Center, Project 1A03.
8. Idriss, I. M., 2008. An NGA empirical model for estimating the horizontal spectral values generated by shallow crustal earthquakes, Earthquake Spectra 24, 217-242.
9. Silva, W. J., 2005. Site response simulations for the NGA project, Report prepared for the Pacific Earthquake Engineering Research Center.
10. Stafford, P. J., Strasser, F. O., and Bommer, J. J., 2008. An evaluation of the applicability of the NGA models to ground-motion prediction in the Euro-Mediterranean region, Bulletin of Earthquake Engineering 6, 144-177.
11. Walling, M., Silva, W. J., and Abrahamson, N. A., 2008. Nonlinear site amplification factors for constraining the NGA models, Earthquake Spectra 24, 243-255.