Abstract
A database consisting of 78 horizontal strong ground motion records from a single earthquake, the U.S. Loma Prieta earthquake of Oct. 17, 1989, has been considered to study the statistical relationship of duration of strong ground motion with several parameters associated with the characteristics of an earthquake record. These parameters are: 1) distance from the source of energy, 2) root-mean-square (rms) value of the acceleration record, 3) frequency content of the record, and 4) the mean response spectral values. Three different definitions were adopted for extracting the strong ground motion duration — the “bracketed” duration, the “accelerogram intensity,” and the “energy arrival rate” definitions. Results are reported for two geological groups namely, rock and alluvium.
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References
Bolt, B. A. (1969). Duration of strong motion, Proc. 4th World Conf. Earthquake Eng., Santiago, Chile, 1304–1315.
California Department of Conservation, Division of Mines and Geology (1989). CSMIP strong-motion records from the Santa Cruz mountains Loma Prieta, California earthquake of October 17 1989, Report OSMS89–06, 195 pp.
Chang, F. K., and E. L. Krinitzsky (1977). Duration, spectral content, and predominant period of strong motion earthquake records from western United States, U.S. Army Engineer Waterways Experiment Station, miscellaneous paper S-73–1, Vicksburg, MS.
Chang, S. W., D. B. Jonathan, and R. B. Seed (1996). Engineering implications of ground motions from the Northridge earthquake, Bull. Seism. Soc. Am. 86, no. lb, S270–S288.
McCann, W. B., and H. C. Shah (1979). Detertnining strong-motion duration of earthauakes, Bull. Seism. Soc. Am. 69, no. 4, 1253–1265.
Moayyad, P. and B. Mohraz (1982). A study of power spectral density of earthquake accelerogram, NSF Report PFR 8004824, Civil and Mechanical Engineering Dept., Southern Methodist University, Dallas, Texas.
Mohraz, B. and M. Tiv (1991). Spectral shapes and amplifications for the Loma Prieta earthquake of October 17, 1989, in Proc. 3rd U.S. Conf. Zifeline Earthquake Eng., Los Angeles, California, 562–571.
Page, R. A., D. M. Boore, W. B. Joyner, and H. W. Caulter (1972). Ground motion values for use in the seismic design of the Trans-Alaska pipeline system, USGS Circular672.
Plakfer, G. and J. P. Galloway, Editors(1989). Lessons learned trom the Loma Prieta, California, earthquake of October 17, 1989, USGS Circular1045.
Trifunac, M. D., and A. C. Brady (1975). Astudy of the duration of strong earthquake ground motion Bull. Seism. Soc. Am. 65, 581–626.
United States Geological Survey (1989). U.S. geological survey strong-motion records from the Northern California Loma Prieta earthquake of October 17, 1989, US. Geol. Surv. Open-File Rept.89–568, 85 pp.
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Tiv, M. (2000). Implications of the Duration of Strong Ground Motion: (Observations from the U.S. Loma Prieta Earthquake of October 17, 1989). In: Balassanian, S., Cisternas, A., Melkumyan, M. (eds) Earthquake Hazard and Seismic Risk Reduction. Advances in Natural and Technological Hazards Research, vol 12. Springer, Dordrecht. https://doi.org/10.1007/978-94-015-9544-5_13
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DOI: https://doi.org/10.1007/978-94-015-9544-5_13
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