Simulation of the response of the marina district Basin, San Francisco, California, to the 1989 Loma Prieta earthquake

Bulletin of the Seismological Society of America

Volumn 86, Issue 5, 1996, Pages 1382-1400

  Zhang, Bin ^a   Papageorgiou, Apostolos S ^a  

^a RENSSELAER POLYTECHNIC INSTITUTE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; LOMA PRIETA EARTHQUAKE 1989; SEDIMENTARY BASIN; SEISMIC RESPONSE; STRONG GROUND MOTION;

USA, CALIFORNIA, SAN FRANCISCO, MARINA DISTRICT;

EID: 0030439835     PISSN: 00371106     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Review

References (59)

1. Aki, K. and B.-H. Chin (1994). The use of coda waves for characterizing the site effect on strong ground motion, in Proc. Structures Congress '94, ASCE, N. C. Baker and B. J. Goodno (Editors), Atlanta, Georgia, 24-28 April 1994, Vol. 1, pp. 579-584.
2. Bard, P.-Y. and M. Bouchon (1985). The two-dimensional response of sediment-filled valleys, Bull. Seism. Soc. Am. 75, 519-541.
3. Bardet, J.-P., M. Kapuskar, G. R. Martin, and J. Proubet (1992). Site-response analyses, The Loma Prieta, California,Earthquake of October 17, 1989 - Marina District, U.S. Geol. Surv. Profess. Pap. 1551-F, F85-F140.
4. Barenberg, M. (1988). Correlation of pipeline damage with ground motions, J. Geotechnical Eng. ASCE 114, no. 6, 706-711.
5. Boatwright, J., L. C. Seekins, T. E. Fumal, H.-P. Liu, and C. S. Mueller (1991). Ground motion amplification in the Marina District, Bull. Seism. Soc. Am. 81, 1980-1997.
6. Bonilla, M. G. (1991). The Marina District, San Francisco, California: geology, history, and earthquake effects, Bull. Seism. Soc. Am. 81, 1958-1979.
7. Borcherdt, R. D. (1994). Estimates of site-dependent response spectra for design (methodology and justification), Earthquake Spectra 10, no. 4, 617-653.
8. Borcherdt, R. D. and G. Glassmoyer (1992). On the characteristics of local geology and their influence on ground motions generated by the Loma Prieta earthquake in the San Francisco Bay region, California, Bull. Seism. Soc. Am. 82, 603-641.
9. Borcherdt, R. D. and G. Glassmoyer (1994). Influences of local geology on strong and weak ground motions recorded in the San Francisco Bay region and their implications for site-specific building-code provisions, in The Loma Prieta, California, Earthquake of October 17, 1989 - Strong Ground Motion, U.S. Geol. Surv. Profess. Pap. 1551-A, A77-A108.
10. Campbell, K. W. (1991). An empirical analysis of peak horizontal acceleration for the Loma Prieta California earthquake of October 18, 1989, Bull. Seism. Soc. Am. 81, 1838-1858.
11. Carlisle, H. and K. M. Rollins (1994). Ground-response studies at the Alameda Naval Air Station, in The Loma Prieta, California, Earthquake of October 17, 1989 - Strong Ground Motion, U.S. Geol. Surv. Profess. Pap. 1551-A, A123-A143.
12. Chin, B.-H. 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. Seism. Soc. Am. 81, 1859-1884.
13. Darragh, R. B. and A. F. Shakal (1991). The site response of two rock and soil station pairs to strong and weak ground motion, Bull. Seism. Soc. Am. 81, 1885-1899.
14. Bringen, A. and E. S. Suhubi (1975). Elastodynamics, Vol. II, Linear Theory, Academic Press, New York.
15. Finn, W. D. L. (1991). Geotechnical engineering aspects of microzonation, Proc. Fourth International Conference on Seismic Zonation, 25-29 August 1991, Stanford University, Vol. I, 199-259.
16. Frankel, A. and J. Vidale (1992). A three-dimensional simulation of seismic waves in the Santa Clara Valley, California, from a Loma Prieta aftershock. Bull. Seism. Soc. Am. 82, 2031-2045.
17. Graves, R. W. (1993). Modeling three-dimensional site response effects in the Marina District Basin, San Francisco, California, Bull. Seism. Soc. Am. 83, 1042-1063.
18. Hanks, T. C. and A. G. Brady (1991). The Loma Prieta earthquake ground motion and damage in Oakland, Treasure Island, and San Francisco, Bull. Seism. Soc. Am. 81, 2019-2047.
19. Hanks, T. C. and H. Krawinkler (1991). The 1989 Loma Prieta earthquake and its effects: introduction to the special issue. Bull. Seism. Soc. Am. 81, 1415-1423.
20. Harris, S. K. and J. A. Egan (1992). Effects of ground conditions on the damage to four-story comer apartment buildings, in The Loma Prieta, California, Earthquake of October 17, 1989 - Marina District, U.S. Geol. Surv. Profess. Pap. 1551-F, F181-F194.
21. Holzer, T. L. (1994). Loma Prieta damage largely attributed to enhanced ground shaking, EOS 15, no. 26, 299-301.
22. Holzer, T. L. and T. D. O'Rourke (1990). Summary and conclusions, in Effects of the Loma Prieta Earthquake on the Marina District San Francisco, California, U.S. Geol. Surv. Open-File Rept. 90-253, 1-6.
23. Hryciw, R. D., K. M. Rollins, M. Homolka, S. E. Shewbridge, and M. McHood (1991). Soil amplification at Treasure Island during the Loma Prieta earthquake, Proc.: Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 11-15 March 1991, St. Louis, Missouri, Paper No. LP20, 1679-1685.
24. Idriss, I. M. (1991). Earthquake ground motions at soft soil sites, Proc.: Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 11-15 March 1991, St. Louis, Missouri, Invited Paper LP01, 2265-2272.
25. Isenhower, W. M. (1979). Torsional simple shear/resonant column properties of San Francisco Bay mud, Master's Thesis, University of Texas, Austin.
26. Jarpe, S. P., L. J. Hutchings, T. F. Hank, and A. F. Shakal (1989). Selected strong- and weak-motion data from the Loma Prieta earthquake sequence, Seism. Res. Lett. 60, no. 4, 167-176.
27. Kausel, E., J. M. Roesset, and J. T. Christian (1976). Nonlinear behavior in soil-structure interaction, J. Geotech. Eng. Div., ASCE 102, no. GT11, 1159-1170.
28. Kayen, R. E., H.-P. Liu, T. E. Fumal, R. E. Westerlund, R. E. Warrick, J. F. Gibbs, and H. J. Lee (1990), Engineering and seismic properties of the soil column at Winfield Scott School, San Francisco, in Effects of the Loma Prieta Earthquake on the Marina District, San Francisco, California, U.S. Geol. Surv. Open-File Rept. 9-253, G1-G18.
29. Kokusho, T., Y. Yoshida, and Y. Esashi (1982). Dynamic properties of soft clay for wide strain range, Soils Foundations 22, no. 4, 1-18.
30. Liu, H.-P., R. E. Warrick, R. E. Westerlund, E. D. Sembera, and L. Wennerberg (1992). Observation of local site effects at a downhole-and-surface station, in The Loma Prieta, California Earthquake of October 17, 1989 - Marina District, U.S. Geol. Surv. Profess. Pap. 1551-F, F51-F74.
31. Lomax, A. J. and B. A. Bolt (1992). Broadband waveform modelling of anomalous strong ground motion in the 1989 Loma Prieta earthquake using three-dimensional geologic structures, Geophys. Res. Lett. 19, no. 19, 1963-1966.
32. Lysmer, J., T. Udaka, H. B. Seed, and R. N. Hwang (1974). LUSH - a computer program for complex response analysis of soil-structure systems, Report EERC/74-4, University of California, Berkeley.
33. Lysmer, J., H. B. Seed, T. Udaka, R. N. Hwang, and C. F. Tsai (1975). Efficient finite element analysis of seismic soil-structure interaction, Report EERC/75-34, University of California, Berkeley.
34. Mueller, C. and G. Glassmoyer (1990). Digital recordings of aftershocks of the 17 October 1989 Loma Prieta, California, earthquake, U.S. Geol. Surv. Open-File Rept. 90-503.
35. National Research Council (1994). Practical lessons from the Loma Prieta earthquake, Report from a Symposium Sponsored by the Geotechnical Board and the Board on Natural Disasters of the National Research Council, National Academy Press, Washington, D.C.
36. O'Rourke, T. D., J. W. Pease, and H. E. Stewart (1992). Lifeline performance and ground deformation during the earthquake, in The Loma Prieta, California, Earthquake of October 17, 1989 - Marina District, U.S. Geol. Surv. Profess. Pap. 1551-F, F155-F179.
37. Pedersen, H. A., M. Campillo, and F. J. Sanchez-Sesma (1995). Azimuth dependent wave amplification in alluvial valleys, Soil Dyn. Earthquake Eng. 14, 289-300.
38. Reichle, M. S., R. B. Darragh, M.-J. Huang, T. Cao, U. R. Vetter, and A. F. Shakal (1990). Preliminary analysis of processed strong motion data from the Loma Prieta earthquake, in The Loma Priera (Santa Cruz Mountains), California, Earthquake of 17 October 1989, S. R. McNutt and R. H. Sydnor, (Editors) Calif. Dept. Conservation, Div. Mines Geol. Spec. Publ. 104, 47-57.
39. Ricker, N. (1945). The computation of output disturbances from amplifiers for true wavelet inputs, Geophysics 10, 207-220.
40. Roesset, J. M. (1970). Fundamentals of soil amplification, in Seismic Design for Nuclear Power Plants, R. J. Hansen (Editor), MIT Press, Cambridge, Massachusetts, 183-244.
41. Roesset, J. M. (1977). Soil amplification in earthquakes, in Numerical Methods in Geotechnical Engineering, Desai and Christian (Editors), McGraw-Hill, New York, 639-682.
42. Roesset, J. M. and J. L. Tassoulas (1982). Nonlinear soil-structure interaction: an overview, in Earthquake Ground Motion and Its Effects on Structures, S. K. Datta (Editor), New York, Vol. 53, ASME, AMD pp. 59-76.
43. Schlocker, J. (1974). Geology of the San Francisco North Quadrangle, California, U.S. Geol. Surv. Profess. Pap. 782.
44. Schnabel, P. B., J. Lysmer, and H. B. Seed (1972). SHAKE: a computer program for earthquake response analysis of horizontally layered sites, Report No. EERC/72-12, Earthquake Engineering Research Center, University of California, Berkeley, 88.
45. Seed, H. B. and I. M. Idriss (1969). Influence of soil conditions on ground motions during earthquakes, J Soil Mech. Foundations Div. ASCE 95, no. SM1, 99-137.
46. Seed, H. B. and J. I. Sun (1989). Implications of site effects in the Mexico City earthquake of Sept. 19, 1985 for earthquake-resistant design criteria in the San Francisco Bay area of California, Report No. EERC/ 89-03, University of California, Berkeley.
47. Seed, R. B., S. E. Dickenson, and C.-M. Mok (1994). Site effects on strong shaking and seismic risk: recent developments and their impact on seismic design codes and practice, in Proc. Structures Congress '94, ASCE, N. C. Baker and B. J. Goodno (Editors), Atlanta, Georgia, 24-28 April 1994, Vol. 1, pp. 573-578.
48. Seed, R. B., S. E. Dickenson, and I. M. Idriss (1991). Principal geotechnical aspects of the 1989 Loma Prieta earthquake, Soils Foundations 31, no. 1, 1-26.
49. Seekins, L., F. Lew, and L. Kornfield (1990). Areal distribution of damage to surface structures, in Effects of the Loma Prieta Earthquake on the Marina District, San Francisco, California, U.S. Geol. Surv. Open-File Rept. 90-253, C1-C5.
50. Shakal, A., R. Darragh, S. Jarpe, and L. Hutchings (1990). Site amplification during strong and weak motion: records from a rock-soil station pair near San Francisco during the Loma Prieta mainshock and aftershocks. Seism. Res. Lett. 61, 50.
51. Sitar, N. and R. Salgado (1994). Behavior of Young Bay mud from the Marina District of San Francisco under static and cyclic simple shear, in The Loma Prieta, California, Earthquake of October 17, 1989 - Strong Ground Motion, U.S. Geol. Surv. Profess. Pap. 1551-A, A145-A153.
52. Somerville, P. G. and J. Yoshimura (1990). The influence of critical Moho reflections on strong ground motions recorded in San Francisco and Oakland during the 1989 Loma Prieta earthquake, Geol. Res. Lett. 17, no. 8, 1203-1206.
53. Stewart, H. E. and A. K. Hussein (1992). Determination of the dynamic shear modulus of Holocene Bay mud for site-response analysis, in The Loma Prieta, California, Earthquake of October 17, 1989 - Marina District, U.S. Geol. Surv. Profess. Pap. 1551-F, F75-F83.
54. Sun, J. I., R. Golesorkhi, and H. B. Seed (1988). Dynamic moduli and damping ratios for cohesive soils, Report No. EERC/88-15, University of California, Berkeley, 63.
55. USGS (1990). The Loma Prieta, California, earthquake: an anticipated event, Science 247, 286-293.
56. Vidale, J. E. and O. Bonamassa (1994). Influence of near-surface geology on the direction of ground motion above a frequency of 1 Hz, in The Loma Prieta, California, Earthquake of October 17, 1989 - Strong Ground Motion, U.S. Geol. Surv. Profess. Pap. 1551-A, A61-A66.
57. Vucetic, M. and R. Dobry (1991). Effect of soil plasticity on cyclic response, J. Geotech. Eng. 117, no. 1, 89-107.
58. Working Group on California Earthquake Probabilities (1990). Probabilities of large earthquakes in the San Francisco Bay region, California, U.S. Geol. Surv. Circ. 1053, 51.
59. Zhang, B., A. S. Papageorgiou, and J. L. Tassoulas (1995). A hybrid numerical technique, combining the finite element and boundary element methods, for modeling elastodynamic scattering problems, Proc. 10th ASCE Engineering Mechanics Specialty Conference, 21-24 May 1995, Boulder, Colorado.