Temporal changes in site response associated with the strong ground motion of the 2004 M w 6.6 Mid-Niigata earthquake sequences in japan

Bulletin of the Seismological Society of America

Volumn 99, Issue 6, 2009, Pages 3487-3895

  Wu, Chunquan ^a   Peng, Zhigang ^a   Assimaki, Dominic ^b  

^a GEORGIA INSTITUTE OF TECHNOLOGY   (United States)

^b Georgia Institute of Technology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

APPARENT RECOVERY; DEEP BOREHOLES; EARTHQUAKE SEQUENCES; GROUND MOTIONS; PEAK FREQUENCIES; PEAK GROUND ACCELERATION; PEAK GROUND VELOCITY; RECOVERY TIME; SEISMIC DATAS; SITE RESPONSE; SPECTRAL RATIOS; STRONG GROUND MOTION; TEMPORAL CHANGE; TIME-SCALES;

RECOVERY; SEISMIC WAVES; SEISMOLOGY;

EARTHQUAKE EFFECTS;

COSEISMIC PROCESS; EARTHQUAKE EVENT; EARTHQUAKE INTENSITY; EARTHQUAKE MAGNITUDE; EARTHQUAKE MECHANISM; GROUND MOTION; MICROEARTHQUAKE; PEAK ACCELERATION; SEISMIC DATA; SITE EFFECT; TEMPORAL VARIATION;

ASIA; EURASIA; FAR EAST; JAPAN;

EID: 70450215990     PISSN: 00371106     EISSN: None     Source Type: Journal    
DOI: 10.1785/0120090108     Document Type: Article

References (38)

1. Aoi, S., K. Obara, S. Hori, K. Kasahara, and Y. Okada (2000). New Japanese uphole/downhole strong-motion observation network: KiK-net, Seism. Res. Lett 72, 239.
2. Assimaki, D., W. Li, J. Steidl, and K. Tsuda (2008). Site amplification and attenuation via downhole array seismogram inversion: A comparative study of the 2003 Miyagi-Oki aftershock sequence, Bull. Seismol. Soc. Am. 98, no. 1, 301-330.
3. Beresnev, I., and K. Wen (1996). Nonlinear soil response-A reality?, Bull. Seismol. Soc. Am. 86, no. 6, 1964-1978.
4. Beresnev, I., G. Atkinson, P. Johnson, and E. Field (1998). Stochastic finite-fault modeling of ground motions from the 1994 Northridge, California, earthquake. II. Widespread nonlinear response at soil sites, Bull. Seismol. Soc. Am. 88, no. 6, 1402-1410.
5. Chin, B., and K. Aki (1991). Simultaneous study of the source, path, and site effects on strong ground motion during the 1989 Loma Prieta earthquake: A preliminary result on pervasive nonlinear site effects, Bull. Seismol. Soc. Am. 81, no. 5, 1859-1884.
6. Dobry, R., R. Borcherdt, C. Crouse, I. Idriss, W. Joyner, G. Martin, M. Power, E. Rinne, and R. Seed (2000). New site coefficients and site classification system used in recent building seismic code provisions, Earthq. Spectra 16, no. 41, 41-67.
7. Electric Power Research Institute (EPRI) (1993). Guidelines for determining design basis ground motions, Electric Power Research Institute Technical Report, EPRI TR-102293.
8. Elkhoury, J., E. Brodsky, and D. Agnew (2006). Seismic waves increase permeability, Nature 441, no. 7097, 1135-1138.
9. Field, E. H., P. A. Johnson, I. A. Beresnev, and Y. H. Zeng (1997). Nonlinar ground-motion amplification by sediments during the 1994 Northridge earthquake, Nature 390, no. 6660, 599-602.
10. Goldstein, P., D. Dodge, M. Firpo, and L. Minner (2003). SAC2000: Signal processing and analysis tools for seismologists and engineers, in The IASPEI International Handbook of Earthquake and Engineering Seismology, W. H. K. Lee, H. Kanamori, P. C. Jennings, and C. Kisslinger (Editors), Part B, Ch. 85.5, Academic Press, London.
11. Hartzell, S. (1998). Variability in nonlinear sediment response during the 1994 Northridge, California, earthquake, Bull. Seismol. Soc. Am. 88, no. 6, 1426-1437.
12. Hill, D., P. Reasenberg, A. Michael, W. Arabaz, G. Beroza, D. Brumbaugh, J. Brune, R. Castro, S. Davis, and D. DePolo (1993). Seismicity remotely triggered by the magnitude 7.3 Landers, California, earthquake, Science 260, no. 5114, 1617-1623.
13. Johnson, P., P. Bodin, J. Gomberg, F. Pearce, Z. Lawrence, and F. Menq (2009). Inducing in situ, nonlinear soil response applying an active source, J. Geophys. Res. 114, no. B5, B05304.
14. Joyner, W., R. Warrick, and A. Oliver (1976). Analysis of seismograms from a downhole array in sediments near San Francisco Bay, Bull. Seismol. Soc. Am. 66, no. 3, 937-958.
15. Karabulut, H., and M. Bouchon (2007).Spatial variability and non-linearity of strong ground motion near a fault, Geophys. J. Int. 170, no. 1, 262-274.
16. Li, Y., P. Chen, E. Cochran, J. Vidale, and T. Burdette (2006). Seismic evidence for rock damage and healing on the San Andreas fault associated with the 2004 M 6.0 Parkfield earthquake, Bull. Seismol. Soc. Am. 96, no. 4B, 349-363.
17. Lyakhovsky, V., Y. Hamiel, J. Ampuero, and Y. Ben-Zion (2009). Non-linear damage rheology and wave resonance in rocks, Geophys. J. Int. 178, no. 2, 910-920, doi 10.1111/j.1365-246X.2009.04205.x.
18. Marone, C. (1998). Laboratory-derived friction laws and their application to seismic faulting, Annu. Rev. Earth Planet. Sci. 26, no. 1, 643-696.
19. Pavlenko, O., and K. Irikura (2002). Nonlinearity in the response of soils in the 1995 Kobe earthquake in vertical components of records, Soil. Dyn. Earthq. Eng. 22, no. 9-12, 967-975.
20. Peng, Z., and Y. Ben-Zion (2006). Temporal changes of shallow seismic velocity around the Karadere-Düzce branch of the North Anatolian fault and strong ground motion, Pure Appl. Geophys. 163, no. 2, 567-600.
21. Rubinstein, J., and G. Beroza (2004). Evidence for widespread nonlinear strong ground motion in the Mw 6.9 Loma Prieta earthquake, Bull. Seismol. Soc. Am. 94, no. 5, 1595-1608.
22. Rubinstein, J., and G. Beroza (2005). Depth constraints on nonlinear strong ground motion from the 2004 Parkfield earthquake, Geophys. Res. Lett. 32, L14313.
23. Rubinstein, J., N. Uchida, and G. Beroza (2007). Seismic velocity reductions caused by the 2003 Tokachi-Oki earthquake, J. Geophys. Res. 112, B05315.
24. Satoh, T., M. Fushimi, and Y. Tatsumi (2001). Inversion of strain-dependent nonlinear characteristics of soils using weak and strong motions observed by borehole sites in Japan, Bull. Seismol. Soc. Am. 91, no. 2, 365-380.
25. Satoh, T., T. Sato, and H. Kawase (1995). Nonlinear behavior of soil sediments identified by using borehole records observed at the Ashigra Valley, Japan, Bull. Seismol. Soc. Am. 85, no. 6, 1821-1834.
26. Sawazaki, K., H. Sato, H. Nakahara, and T. Nishimura (2006). Temporal change in site response caused by earthquake strong motion as revealed from coda spectral ratio measurement, Geophys. Res. Lett. 33, no. 21, L21303, doi 21310.21029/22006GL027938.
27. Sawazaki, K., H. Sato, H. Nakahara, and T. Nishimura (2009). Time-lapse changes of seismic velocity in the shallow ground caused by strong ground motion shock of the 2000 Western-Tottori earthquake, Japan, as revealed from coda deconvolution analysis, Bull. Seismol. Soc. Am. 99, no. 1, 352-366.
28. Schaff, D., and G. Beroza (2004). Coseismic and postseismic velocity changes measured by repeating earthquakes, J. Geophys. Res. 109, B10302.
29. Seed, H., I. Idriss, and E. E. R. Center (1970). Soil Moduli and Damping Factors for Dynamic Response Analyses, College of Engineering, University of California.
30. Seed, H., I. Idriss, and G.E. Group (1969). Influence of Soil Conditions on Ground Motions During Earthquakes, University of California, Institute of Transportation and Traffic Engineering, Soil Mechanics Laboratory.
31. Steidl, J., A. Tumarkin, and R. Archuleta (1996). What is a reference site?, Bull. Seismol. Soc. Am. 86, no. 6, 1733-1748.
32. Su, F., J. Anderson, and Y. Zeng (1998). Study of weak and strong ground motion including nonlinearity from the Northridge, California, earthquake sequence, Bull. Seismol. Soc. Am. 88, no. 6, 1411-1425.
33. TenCate, J., D. Pasqualini, S. Habib, K. Heitmann, D. Higdon, and P. Johnson (2004). Nonlinear and nonequilibrium dynamics in geomaterials, Phys. Rev. Lett. 93, no. 6, 065501, doi 10.1103/PhysRevLett.93.065501.
34. Tsuda, K., R. Archuleta, and S. Jamison (2006). Confirmation of nonlinear site response: Case study from 2003 and 2005 Miyagi-Oki earthquakes, Bull. Seismol. Soc. Am. 96, no. 3, 926-942.
35. Vakhnenko, O., V. Vakhnenko, and T. Shankland (2005). Soft-ratchet modeling of end-point memory in the nonlinear resonant response of sedimentary rocks, Phys. Rev. B 71, no. 174103, 1-14.
36. Vucetic, M., and R. Dobry (1991). Effect of soil plasticity on cyclic response, J. Geotech. Eng. 117, no. 1, 89-107.
37. Wu, C., Z. Peng, and Y. Ben-Zion (2009). Non-linearity and temporal changes of fault zone site response associated with strong ground motion, Geophys. J. Int. 176, no. 3, 265-278.
38. Yu, G., J. Anderson, and R. Siddharthan (1992). On the characteristics of nonlinear soil response, Bull. Seismol. Soc. Am. 83, no. 1, 218-244.