Simulation-based hanging wall effects

Earthquake Spectra

Volumn 30, Issue 3, 2014, Pages 1269-1284

  Donahue, Jennifer L ^a   Abrahamson, Norman A ^b  

^a GEOSYNTEC CONSULTANTS   (United States)

^b PACIFIC GAS AND ELECTRIC COMPANY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE EFFECTS; EQUATIONS OF MOTION;

FAULT SIMULATION; GEOMETRICAL EFFECT; GROUND-MOTION PREDICTION EQUATIONS; GROUND-MOTION SCALING; HANGING-WALL EFFECTS; HYPOCENTER LOCATION; RESPONSE SPECTRAL ACCELERATION; SLIP DISTRIBUTION;

MOTION ESTIMATION;

COMPUTER SIMULATION; FAULT ZONE; FINITE ELEMENT METHOD; GROUND MOTION; NUMERICAL MODEL; PREDICTION; SEISMIC SOURCE; WALL;

EID: 84907506052     PISSN: 87552930     EISSN: 19448201     Source Type: Journal    
DOI: 10.1193/071113EQS200M     Document Type: Article

References (23)

1. Abrahamson, N. A., and Silva, W., 1997. Empirical response spectral attenuation relations for shallow crustal earthquakes, Seismological Research Letters 68, 94-127.
2. Abrahamson, N. A., and Silva, W. J., 2008. Summary of the Abrahamson & Silva NGA ground motion relations, Earthquake Spectra 24, 67-97.
3. Abrahamson, N. A., Silva, W. J., and Kamai, R., 2013. Update of the AS08 Ground motion Prediction Equations Based on the NGA-West2 Data Set, PEER Report No. 2013/04, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 143 pp.
4. Abrahamson, N. A., Silva, W. J., and Kamai, R., 2014. Summary of the ASK14 ground motion relation for active crustal regions, Earthquake Spectra 30, 1025-1055.
5. Abrahamson, N. A., and Somerville, P. G., 1996. Effects of the hanging wall and footwall on ground motions recorded during the Northridge earthquake, Bulletin of the Seismological Society of America 86, S93-S99.
6. Ancheta, T. D., Darragh, R. B., Stewart, J. P., Seyhan, E., Silva,W. J., Chiou, B. S.-J., Wooddell, K. E., Graves, R. W., Kottke, A. R., Boore, D. M., Kishida, T., and Donahue, J. L., 2013. PEER NGA-West2 Database, PEER Report No. 2013/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 134 pp.
7. Boore, D., and Atkinson, G., 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.
8. Boore, D. M., Stewart, J. P., Seyhan, E., and Atkinson, G. A., 2013. NGA-West2 Equations for Predicting Response Spectral Accelerations for Shallow Crustal Earthquakes, PEER Report No. 2013/05, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 134 pp.
9. Boore, D. M., Stewart, J. P., Seyhan, E., and Atkinson, G. A., 2014. NGA-West2 equations for predicting PGA, PGV, and 5% damped PSA for shallow crustal earthquakes, Earthquake Spectra 30, 1057-1085.
10. Bozorgnia, Y., Abrahamson, N. A., Al Atik, L., Ancheta, T. D., Atkinson, G. M., Baker, J. W., Baltay, A., Boore, D. M., Campbell, K. W., Chiou, B. S.-J., Darragh, R., Day, S., Donahue, J., Graves, R. W., Gregor, N., Hanks, T., Idriss, I. M., Kamai, R., Kishida, T., Kottke, A., Mahin, S. A., Rezaeian, S., Rowshandel, B., Seyhan, E., Shahi, S., Shantz, T., Silva, W., Spudich, P., Stewart, J. P., Watson-Lamprey, J., Wooddell, K., and Youngs, R., 2014. NGA-West2 research project, Earthquake Spectra 30, 973-987.
11. 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 and 10.0 s, Earthquake Spectra 24, 139-171.
12. Campbell, K. W., and Bozorgnia, Y., 2013. NGA-West2 Campbell-Bozorgnia Ground Motion Model for the Horizontal Components of PGA, PGV, and 5%-Damped Elastic Pseudo- Acceleration Response Spectra for Periods Ranging from 0.01 to 10 s, PEER Report No. 2013/06, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 238 pp.
13. Campbell, K. W., and Bozorgnia, Y., 2014. NGA-West2 ground motion model for the average horizontal components of PGA, PGV, and 5% damped linear acceleration response spectra, Earthquake Spectra 30, 1087-1115.
14. Chiou, B. S.-J., and Youngs, R., 2008. An NGA model for the average horizontal component of peak ground motion and response spectra, Earthquake Spectra 24, 173-216.
15. Chiou, B. S.-J., and Youngs, R. R., 2013. Update of the Chiou and Youngs NGA Ground Motion Model for Average Horizontal Component of Peak Ground Motion and Response Spectra, PEER Report No. 2013/07, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 76 pp.
16. Chiou, B. S.-J., and Youngs, R. R., 2014. Update of the Chiou and Youngs NGA model for the average horizontal component of peak ground motion and response spectra, Earthquake Spectra 30, 1117-1153.
17. Donahue, J., and Abrahamson, N., 2013. Hanging wall Scaling Using Finite-Fault Simulations, PEER Report 2013/13, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.
18. Dreger, D. S., Beroza, G. C., Day, S. M., Goulet, C. A., Jordan, T. H., Spudich, P. A., and Stewart, J. P., 2013. Evaluation of SCEC Broadband Platform Phase 1 Ground Motion Simulation Results, Southern California Earthquake Center Report, 1 August 2013, Los Angeles, CA, 33 pp.
19. Graves, R., and Pitarka, A., 2010. Broadband ground motion simulation using hybrid approach, Bulletin of Seismological Society of America 100, 2095-2123.
20. Idriss, I., 2008. An NGA empirical model for estimating the horizontal spectral values generated by shallow crustal earthquakes, Earthquake Spectra, 24, 217-242.
21. Idriss, I. M., 2013. NGA-West2 Model for Estimating Average Horizontal Values of Pseudo- Absolute Spectral Accelerations Generated by Crustal Earthquakes, PEER Report No. 2013/08, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 31 pp.
22. Idriss, I. M., 2014. An NGA-West2 empirical model for estimating the horizontal spectral values generated by shallow crustal earthquakes, Earthquake Spectra 30, 1155-1177.
23. Pacific Earthquake Engineering Research Center (PEER), 2008. Next Generation Attenuation of Ground Motions (NGA) Project, University of California, Berkeley, CA.