Hazard mapping of normalized peak strain in soils during earthquakes: Microzonation of a metropolitan area

Soil Dynamics and Earthquake Engineering

Volumn 15, Issue 5, 1996, Pages 321-329

  Todorovska, M I ^a   Trifunac, M D ^a  

^a Civil Engineering Department ^*  (United States)

Author keywords

Seismic hazard mapping microzonation; Strains in soils; Strong ground motion

Indexed keywords

EARTHQUAKES; HAZARDS; MAPPING; METROPOLITAN AREA NETWORKS; SEISMIC WAVES; SEISMOLOGY; STRAIN CONTROL;

GROUND MOTION;

SOIL MECHANICS;

GROUND MOTION; HAZARD MAPPING; SEISMIC DESIGN; SEISMIC HAZARD; STRAIN;

USA, CALIFORNIA, LOS ANGELES;

EID: 0030184275     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/0267-7261(96)00006-1     Document Type: Article

References (41)

1. Ariman, T. & Muleski, G. E. A review of the response of buried pipelines under seismic excitations, Earthqu. Engng Struc. Dynam., 1981, 9, 133-151.
2. Bardet, J. P. & Davis, C. Engineering observations of ground motion at the Van Norman complex after the Northridge earthquake, Bull. Seism. Soc. Amer., 1995, 86(1B), S333-49.
3. Earthquake Engineering Research Institute. Northridge Earthquake, 17 January, 1994. Preliminary Reconnaissance Report, EERI, Oakland, California, 1994.
4. Stewart, J. P., Bray, J. D., Seed, R. B. & Sitar, N. (eds). Preliminary Report on Principal Geotechnical Aspects of the January 17, 1994 Northridge Earthquake, Report No. UCB/EERC-94/08, Earthquake Engineering Research Center, Univ. of California at Berkeley, California, 1994.
5. Earthquake Engineering Research Institute. Northridge Earthquake of January 17 1994 Reconnaissance Report, Earthquake Spectra, Supplement C to Vol. 11, 1995.
6. Trifunac, M. D. A note on surface strains associated with incident body waves, Bull. Europ. Assoc. of Earthqu. Eng., 1979, 5, 85-95.
7. Bushon, M. & Aki, K. Strain, tilt, and rotation associated with strong ground motion in the vicinity of earthquake faults, Bull. Seism. Soc. Amer., 1982, 72, 1717-38.
8. Lee, V. W. Surface strains associated with strong earthquake shaking. Proc. JSCE, 1990, 422 I-14, 187-194.
9. Trifunac, M. D. Curvograms of strong ground motion, ASCE, J. Engng Mec., 1990, 116, 1426-32.
10. Todorovska, M. I. & Trifunac, M. D. A note on excitation of long structures by ground waves, ASCE, J. Engng Mechan., 1990, 116(4), 952-64.
11. Nakamura, M., Katayama, T. & Kubo, K. Quantitative analysis of observed seismic strains in underground structures, Bull. Earthqu. Resistant Structure Res. Center, No. 14, 55-77, Institute of Industrial Science, Univ. of Tokyo, 1981.
12. Okubo, T., Arakawa, T. & Kawashima, K. Preliminary analysis of finite ground strains induced during earthquake and effect of spatial ground motions of structural response, Int. Symp. on Lifeline Earthqu. Engng., Fourth U.S. National Conference of Pressure Vessels and Piping Technology, ASME, Portland, Oregon, 1983.
13. Okubo, T., Arakawa, T. & Kawashima, K. Dense instrument array program of the Public Works Research Institute and preliminary analysis of the records, 8th World Conf. Earthquake Engng., S. Francisco, California, Vol. II, pp. 151-8, 1984.
14. Arakawa, T., Kawashima, K. & Tamura, K. Finite ground strains induced during earthquake for application to seismic design of underground structure, Proc. 5th Int. Conf. on Numerical Methods in Geomechanics, Nagoya, Japan, 1985.
15. Smith, S. W., Ehrenbery, J. E. & Hernandez, N. E. Analysis of El Centro differential array for the 1979 Imperial Valley Earthquake, Bull. Seism. Soc. Amer., 1982, 72, 237-58.
16. Iwamoto, T., Yamamura, Y. & Miyamoto, H. Observation on behavior of buried pipelines and ground strain during earthquakes, Proc. Ninth World Conf. Earthqu. Engng., Vol. VII, pp. 35-40, Tokyo-Kyoto, 1988.
17. Newmark, N. Problems in wave propagation in soil and rock, Proc. Inter. Symp. on Wave Propagation & Dynamic Properties of Earthquake Materials, Albuquerque, pp. 7-26, 1967.
18. Newmark, N. & Rosenblueth, E. Fundamentals of Earthquake Engineering, Prentice Hall, Englewood, Cliffs, NJ, 1971.
19. Kuesel, T. R. Earthquake design criteria for subways, J. Struct. Div., ASCE, 1969, 95, 1213-31.
20. Tamura, C. Design of underground structures by considering ground displacements during earthquakes, Proc. U.S.-Japan Seminar on Earthqu. Engng. Res. with Emphasis on Lifeline Systems, Tokyo, pp. 417-33, 1976.
21. Yeh, G. Seismic analysis of slender buried beams, Bull. Seism. Soc. Amer., 1974, 64, 1551-62.
22. O'Rourke, M. J. & Castro, G. Effects of seismic wave propagation upon buried pipelines, Earthqu. Engng Struct. Dynam., 1980, 8, 455-67.
23. Lee, V. W. & Trifunac, M. D. Uniform risk spectra of strong earthquake ground motion: NEQRISK, Civil Engng. Dept. Report No. 85-05, Univ. of Southern California, Los Angeles, 1985, CA.
24. Lee, V. W. & Trifunac, M. D. Microzonation of a metropolitan area, Report No. 87-02, Civil Engng. Dept, Univ. of Southern California, Los Angeles, 1987, CA.
25. Lee, V. W. Seismic microzonation method based on modified Mercalli intensity scaling, Earthqu. Engng. & Engng. Vib., 1987, 7(3), 47-63.
26. Trifunac, M. D. A microzonation method based on uniform risk spectra, Soil Dynam. Earthqu. Engng., 1990, 9, 34-43.
27. Todorovska, M. I. & Trifunac, M. D. A seismic hazard model for peak strains in soils during strong earthquake shaking, Earthqu. Engng & Engng Vib., (in press).
28. Trifunac, M. D. Preliminary analysis of peaks of strong earthquake ground motion-dependence of peaks on earthquake magnitude, epicentral distance, and recording site conditions, Bull. Seism. Soc. Amer., 1976, 66, 189-219.
29. Working Group on California Earthquake Probabilities. Seismic hazards in Southern California: probable earthquakes, 1994-2024, Bull. Seism. Soc. Amer., 1995, 85, 379-439.
30. Lee, V. W., Trifunac, M. D., Todorovska, M. I. & Novikova, E. I. Empirical equations describing attenuation of the peaks of strong ground motion in terms of magnitude, distance, path effects, and site conditions, Report No. CE 95-02, Civil Engng. Dept, Univ. of Southern California, Los Angeles, 1985, CA.
31. Trifunac, M. D. Long period Fourier amplitude spectra of strong motion acceleration, Soil Dynam. & Earthqu. Engng, 1993, 12(6), 363-82.
32. Todorovska, M. I. & Lee, V. W. A note on sensitivity of uniform probability spectra on modeling the fault geometry in areas with a shallow seismogenic zone, Europ. J. Earthqu. Engng, 1995, Vol IX-m.2, 14-22..
33. Lee, V. W. On strong-motion uniform risk functionals computed from general probability distributions of earthquake recurrences. Soil Dynam. Earthqu. Engng., 1992, 11, 357-67.
34. Todorovska, M. I. Order statistics of functionals of strong ground motion for a class of renewal processes, Soil Dynam. Earthqu. Engng., 1994, 13, 399-405.
35. Todorovska, M. I. Effects of earthquake source parameters on uniform probability response spectra, Proc. 10th Europ. Conf. on Earthqu. Engng, Aug. 28-Sept. 2, 1994, Vienna, Austria, pp. 2579-84, 1994.
36. Todorovska, M. I. Uniform probability response spectra for selecting site specific design motions, Proc. Third Int. Conf. on Rec. Adv. in Geotech. Earthqu. Engng & Soil Dynam., 2-7 April, 1995, St. Louis, Missouri, Vol. II, pp. 613-8, 1995.
37. Todorovska, M. I. A probabilistic model for assessment of liquefaction hazard, Europ. J. Earthqu. Engng., 1996 (in press).
38. Todorovska, M. I., Paskaleva, I. & Glavcheva, R. Earthquake source parameters for seismic hazard assessment: examples in Bulgaria, Proc. 10th Europ. Conf. on Earthqu. Engng., Aug. 28-Sept. 2, Vienna, Austria, pp. 2573-78, 1994.
39. Lomnitz, C. Global Tectonics and Earthquake Risk, Elsevier, Amsterdam, 1974.
40. Trifunac, M. D. & Todorovska, M. I. Non-linear soil response - 1994 Northridge, California, Earthquake, Geotech. J. ASCE, 1996 (in press).
41. Trifunac, M. D., Todorovska, M. I. & Ivanović, S. S. A note on distribution of uncorrected peak ground accelerations during the Northridge, California, earthquake of 17 January 1994, Soil Dynam. Earthqu. Engng, 1994, 13, 187-96.