60 Strong-motion attenuation relations

International Geophysics

Volumn 81, Issue PART B, 2003, Pages 1003-1012

  Campbell, Kenneth W ^a  

^a EQECAT   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 77957098057     PISSN: 00746142     EISSN: None     Source Type: Book Series    
DOI: 10.1016/S0074-6142(03)80174-2     Document Type: Chapter

References (72)

1. Proc. CD-ROM, 6 pp. Abrahamson N.A. Effects of rupture directivity on probabilistic seismic hazard analysis. Proc., 6th International Conference on Seismic Zonation. Nov. 12-15, 2000, Palm Springs, CA (2000), Earthquake Engineering Research Institute, New York
2. Abrahamson N.A., and Shedlock K.M. Overview. Seismol. Res. Lett. 68 (1997) 9-23
3. Abrahamson N.A., and Silva W.J. Empirical response spectral attenuation relations for shallow crustal earthquakes. Seismol. Res. Lett. 68 (1997) 94-127
4. Abrahamson N.A., and Somerville P.C. Effects of the hanging wall and footwall on ground motions recorded during the Northridge earthquake. Bull. Seismol. Soc. Am. 86 (1996) S93-S99
5. Abrahamson N.A., and Youngs R.R. A stable algorithm for regression analyses using the random effects model. Bull. Seismol. Soc. Am. 82 (1992) 505-510
6. Anderson J.G. Expected shape of regressions for ground motion parameters on rock. Bull. Seismol. Soc. Am. 90 (2000) S43-S52
7. Boatwright J.A., and Boore D.M. Analysis of the ground accelerations radiated by the 1980 Livermore Valley earthquakes for directivity and dynamic source characteristics. Bull. Seismol. Soc. Am. 72 (1982) 1843-1865
8. Bolt B.A. Earthquakes and Geological Discovery (1993), Scientific American Library, Oakland, CA
9. Boore D.M. Comparisons of ground motions from the 1999 Chi-Chi earthquake with empirical predictions largely based on data from California. Bull. Seismol. Soc. Am. 91 (2001) 1212-1217
10. (in press). Boore D.M. Prediction of ground motion using the stochastic method. Pure Appl. Geophys. (2002)
11. Boore D.M., and Atkinson G.M. Stochastic prediction of ground motion and spectral response parameters at hard-rock sites in eastern North America. Bull. Seismol. Soc. Am. 77 (1987) 440-467
12. Boore D.M., and Joyner W.B. Estimation of ground motion at deep-soil sites in eastern North America. Bull. Seismol. Soc. Am. 81 (1991) 2167-2185
13. Boore D.M., and Joyner W.B. Site amplification for generic rock sites. Bull. Seismol. Soc. Am. 87 (1997) 327-341
14. Boore D.M., Joyner W.B., and Fumal T.E. Estimation of response spectra and peak accelerations from western North American earthquakes: An interim report. Open-File Report 93-509 (1993), U.S. Geol. Surv., New York
15. Boore D.M., Joyner W.B., and Fumal T.E. Estimation of response spectra and peak accelerations from western North American earthquakes: An interim report, part 2. Open-File Report 94-127 (1994), U.S. Geol. Surv., Menlo Park, California
16. Boore D.M., Joyner W.B., and Fumal T.E. Equations for estimating horizontal response spectra and peak acceleration from western North American earthquakes: a summary of recent work. Seismol. Res. Lett. 68 (1997) 128-153
17. Brillinger D.R., and Preisler H.K. An exploratory analysis of the Joyner-Boore attenuation data. Bull. Seismol. Soc. Am. 74 (1984) 1441-1450
18. Brune J.N. Precarious rocks along the Mojave section of the San Andreas fault, California: constraints on ground motion from great earthquakes. Seismol. Res. Lett. 70 (1999) 29-33
19. Brune J.N. Precarious rock evidence for low ground shaking on the footwall of major normal faults. Bull. Seismol. Soc. Am. 90 (2000) 1107-1112
20. Campbell K.W. Near-source attenuation of peak horizontal acceleration. Bull. Seismol. Soc. Am. 71 (1981) 2039-2070
21. NUREG/CR-0054. Campbell K.W. Empirical prediction of free-field ground motion using statistical regression models. Proc., Soil Structure Interaction Workshop (1986), U.S. Nuclear Regulatory Commission, Menlo Park, California 72-115
22. Campbell K.W. Predicting strong ground motion in Utah. In: Gori P.L., and Hays W.W. (Eds). Assessment of Regional Earthquake Hazards and Risk Along the Wastach Front, Utah. U.S. Geol. Surv. Open-File Report 87-585 Vol. II (1987), Reston, Washington, D.C. L1-L90
23. Campbell K.W. Empirical near-source attenuation relationships for horizontal and vertical components of peak ground acceleration, peak ground velocity, and pseudo-absolute acceleration response spectra. Seismol. Res. Lett. 68 (1997) 154-179
24. Campbell K.W. Empirical analysis of peak horizontal acceleration, peak horizontal velocity, and modified Mercalli intensity. In: Holzer T.L. (Ed). The Loma Prieta, California, Earthquake of October 17, 1989-Earth Structures and Engineering Characterization of Ground Motion. U.S. Geol. Surv., Profess. Paper 1552-D (1998) D47-D68
25. Campbell K.W. Predicting strong ground motion in Utah. In: Gori P.L., and Hays W.W. (Eds). Assessment of Regional Earthquake Hazards and Risk Along the Wasatch Front, Utah. U.S. Geol. Surv., Profess. Paper 1500-L (2000) L1-L31
26. Campbell K.W. Erratum: empirical near-source attenuation relationships for horizontal and vertical components of peak ground acceleration, peak ground velocity, and pseudo-absolute acceleration response spectra. Seismol. Res. Lett. 71 (2000) 353-355
27. Campbell K.W. Engineering seismology. Encyclopedia of Physical Science and Technology. 3rd ed. (2002), Academic Press, Virginia 531-545
28. Campbell K.W., and Bozorgnia Y. Empirical analysis of strong ground motion from the 1992 Landers, California, earthquake. Bull. Seismol. Soc. Am. 84 (1994) 573-588
29. Proc. CD-ROM, 6 pp. Campbell K.W., and Bozorgnia Y. New empirical models for predicting near-source horizontal, vertical, and V/H response spectra: Implications for design. Proc., 6th International Conference on Seismic Zonation. Nov. 12-15, 2000, Palm Springs, CA (2000), Earthquake Engineering Research Institute, San Diego
30. ASCE. Donovan N.C., and Bornstein A.E. Uncertainties in seismic risk procedures. J. Geotech. Eng. Div. 104 (1978) 869-887
31. (submitted). Douglas J. Earthquake ground motion estimation using strong-motion records: a review of equations for the estimation of peak ground acceleration and response spectral ordinates. Earth-Science Reviews (2002)
32. Draper N.R., and Smith H. Applied Regression Analysis. 2nd ed. (1981), John Wiley and Sons, Oakland, CA
33. Field E.H. A modified ground-motion attenuation relationship for southern California that accounts for detailed site classification and a basin-depth effect. Bull. Seismol. Soc. Am. 90 (2000) S209-S221
34. Field E.H., and the SCEC Phase III Working Group. Accounting for site-effects in probabilistic seismic hazard analyses of Southern California: Overview of the SCEC Phase III Report. Bull. Seismo. Soc. Am. 90 (2000) S1-S31
35. Gupta A.K. Response Spectrum Method in Seismic Analysis and Design (1993), CRC Press, New York
36. Hanks T.C., and Kanamori H. A moment-magnitude scale. J. Geophys. Res. 84 (1979) 2348-2350
37. Heaton T.H., Tajima F., and Mori A.W. Estimating ground motions using recorded accelerograms. Surv. in Geophys. 8 (1986) 25-83
38. Johnston A.C. Seismic moment assessment of earthquakes in stable continental regions, I. Instrumental seismicity. Geophys. J. Int. 124 (1996) 381-414
39. Joyner W.B. Strong motion from surface waves in deep sedimentary basins. Bull. Seismol. Soc. Am. 90 (2000) S95-S112
40. Joyner W.B., and Boore D.M. Peak horizontal acceleration and velocity from strong-motion records including records from the 1979 Imperial Valley, California, earthquake. Bull. Seismol. Soc. Am. 71 (1981) 2011-2038
41. Joyner W.B., and Boore D.M. Measurement, characterization, and prediction of strong ground motion. In: Von Thun J.L. (Ed). Proc., Conference on Earthquake Engineering and Soil Dynamics II-Recent Advances in Ground-Motion Evaluation. June 27-30, 1988, Park City, UT. Geot. Spec. Pub. No. 20 (1988), American Society of Civil Engineers, Boca Raton, FL 43-102
42. Joyner W.B., and Boore D.M. Methods for regression analysis of strong-motion data. Bull. Seismol. Soc. Am. 83 (1993) 469-487
43. Joyner W.B., and Boore D.M. Errata: methods for regression analysis of strong-motion data. Bull. Seismol. Soc. Am. 84 (1994) 955-956
44. Joyner W.B., and Fumal T.E. Use of measured shear-wave velocity for predicting geologic site effects on strong ground motion. Proc., 8th World Conference on Earthquake Engineering (1984) 777-783
45. Joyner W.B., Warrick R.E., and Fumal T.E. The effect of Quaternary alluvium on strong ground motion in the Coyote Lake, California, earthquake of 1979. Bull. Seismol. Soc. Am. 71 (1981) 1333-1349
46. Kanamori H. Quantification of earthquakes. Nature 271 (1978) 411-414
47. Lay T., and Wallace T.C. Modern Global Seismology (1995), Academic Press, New York
48. Lee Y., and Anderson J.G. Potential for improving groundmotion relations in Southern California by incorporating various site parameters. Bull. Seismol. Soc. Am. 90 (2000) S170-S186
49. Leyendecker E.V., Hunt J.R., Frankel A.D., and Rukstales K.S. Development of maximum considered earthquake ground motion maps. Earthquake Spectra 16 (2000) 21-40
50. Marone C., and Scholz C.H. The depth of seismic faulting and the upper transition from stable to unstable slip regimes. Geophys. Res. Lett. 15 (1988) 621-624
51. McGarr A. Scaling of ground motion parameters, state of stress, and focal depth. J. Geophys. Res. 89 (1984) 6969-6979
52. Moores E.M., and Twiss R.J. Tectonics (1995), W.H. Freeman and Company, San Diego, CA
53. Newmark N.M., and Hall W.J. Earthquake Spectra and Design (1982), Earthquake Engineering Research Institute, New York
54. Park S., and Elrick S. Predictions of shear-wave velocities in southern California using surface geology. Bull. Seismol. Soc. Am. 88 (1988) 677-685
55. Richter C.F. An instrumental earthquake magnitude scale. Bull. Seismol. Soc. Am. 25 (1935) 1-32
56. Schnabel P.B., and Seed H.B. Accelerations in rock for earthquakes in the western United States. Bull. Seismol. Soc. Am. 63 (1973) 501-516
57. Shin T.C., and Teng T.L. An overview of the 1999 Chi-Chi, Taiwan, earthquake. Bull. Seismol. Soc. Am. 91 (2001) 895-913
58. Singh J.P. Earthquake ground motions: implications for designing structures and reconciling structural damage. Earthquake Spectra 1 (1985) 239-270
59. Proc. CD-ROM, 25 pp. Somerville P. New developments in seismic hazard estimation. Proc., 6th International Conference on Seismic Zonation. Nov. 12-15, 2000, Palm Springs, CA (2000), Earthquake Engineering Research Institute, Berkeley, CA
60. Somerville P., and Abrahamson N. Ground motion prediction for thrust earthquakes. Proc., SMIP95 Seminar on Seismological and Engineering Implications of Recent Strong-Motion Data. May 16, 1995, San Francisco (1995), California Strong Motion Instrumentation Program, Oakland, CA 11-23
61. Somerville P., and Abrahamson N. Prediction of ground motions for thrust earthquakes. Data Utilization Rept. No. CSMIP/00-01 (OSMS 00-03) (2000), California Strong Motion Instrumentation Program, Sacramento, CA
62. Somerville P.G., Smith N.F., Graves R.W., and Abrahamson N.A. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismol. Res. Lett. 68 (1997) 199-222
63. Spudich P., Joyner W.B., Lindh A.G., Boore D.M., Margaris B.M., and Fletcher J.B. SEA99: a revised ground motion prediction relation for use in extensional tectonic regimes. Bull. Seismol. Soc. Am. 89 (1999) 1156-1170
64. Stewart J.P. Variations between foundation-level and free-field earthquake ground motions. Earthquake Spectra 16 (2000) 511-532
65. Trifunac M.D., and Lee V.W. Dependence of pseudo-relative velocity spectra of strong motion acceleration on the depth of sedimentary deposits. Report No. CE79-02 (1979), Dept. of Civil Engineering, University of Southern California, Sacramento, CA
66. Trifunac M.D., and Lee V.W. Empirical models for scaling pseudo relative velocity spectra of strong earthquake accelerations in terms of magnitude, distance, site intensity and recording site conditions. Soil Dyn. and Earthq. Eng. 8 (1989) 126-144
67. Trifunac M.D., and Lee V.W. A note on scaling peak acceleration, velocity and displacement of strong earthquake shaking by Modified Mercalli Intensity (MMI) and site soil and geologic conditions. Soil Dyn. and Earthq. Eng. 11 (1992) 101-110
68. Tsai Y.B., and Huang M.W. Strong ground motion characteristics of the Chi-Chi, Taiwan earthquake of September 21, 1999. Earthq. Eng. and Eng. Seismol. 2 (2000) 1-21
69. Wells D.L., and Coppersmith K.J. New empirical relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement. Bull. Seismol. Soc. Am. 84 (1994) 974-1002
70. Wills C.J., and Silva W. Shear-wave velocity characteristics of geologic units in California. Earthquake Spectra 14 (1998) 533-556
71. Youngs R.R., Abrahamson N.A., Makdisi F., and Sadigh K. Magnitude dependent dispersion in peak ground acceleration. Bull. Seismol. Soc. Am. 85 (1995) 1161-1176
72. Zoback M.L. First- and second-order patterns of stress in the lithosphere: the world stress map project. J. Geophys. Res. 97 (1992) 11703-11728