TECHNICAL NOTES
Apr 1, 1991

Pseudorelative Acceleration Spectrum

Publication: Journal of Engineering Mechanics
Volume 117, Issue 4

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References

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Alford, J. L., Housner, G. W., and Martel, R. R. (1951). Spectrum analysis of strong‐motion earthquakes. EERL, Calif. Inst. of Tech., Pasadena, Calif.
2.
Benioff, H. (1934). “The physical evaluation of seismic destructiveness.” Bulletin Seismic Soc. of America, 24, 398–403.
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Biot, M. A. (1941). “A mechanical analyser for the prediction of earthquake stresses.” Bullatin Seismic Soc. of America, 31, 151–171.
4.
Gupta, V. K., and Trifunac, M. D. (1989). “Investigation of building response to translational and rotational earthquake excitation.” Report No. 89‐02, Univ. Southern California, Los Angeles, Calif.
5.
Gupta, I. D., and Trifunac, M. D. (1990). “Probabilistic spectrum superposition for response analysis including the effects of soil‐structure interaction.” J. Probabilistic Engrg. Mechanics, 5(1), 9–13.
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Hadjian, A. H. (1981). “Seismic response of structures by response spectrum method.” Nuclear Engineering and Design, 66(2), 179–201.
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Hudson, D. E. (1956). “Response spectrum techniques in engineering seismology.” Proc. World Conference on Earthquake Engrg., Berkeley, Calif.
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Lee, V. W., and Trifunac, M. D. (1985). “Torsional accelerograms.” Int. J. Soil Dynamics and Earthquake Engrg., 4(3), 132–139.
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Lee, V. W., and Trifunac, M. D. (1987). “Rocking strong earthquake accelerations.” Int. J. Soil Dynamics and Earthquake Engrg., 6(2), 75–89.
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Lindley, D. W., and Yow, J. R. (1980). “Modal response summation for seismic qualification.” Second ASCE Specialty Conference on Civ. Engrg. Nuclear Power, ASCE, VI, Knoxville, Tenn.
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Singh, M. P., and Mehta, K. B. (1983). “Seismic design response by an alternative SRSS rule.” Earthquake Engrg. and Struct. Dynamics, 11(6), 777–783.
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Trifunac, M. D. (1972). Response spectra in analyses of strong motion earthquake accelerograms. III. EERL 72‐80, California Inst. of Tech., Pasadena, Calif.
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Trifunac, M. D., and Lee, V. W. (1989). “Empirical models for scaling pseudorelative velocity spectra of strong earthquake accelerations in terms of magnitude, distance, site intensity and recording site conditions.” Int. J. Soil Dynamics and Earthquake Engrg., 8(3), 126–144.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 117Issue 4April 1991
Pages: 924 - 927

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Published online: Apr 1, 1991
Published in print: Apr 1991

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Authors

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M. D. Trifunac
Prof., Civ. Engrg. Dept., Univ. of Southern California, Los Angeles, CA 90089‐2531
V. K. Gupta
Res. Assoc., Civ. Engrg. Dept., Univ. of Southern California, Los Angeles, CA

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