DISCUSSIONS AND CLOSURES
Jul 1, 1999
Period Formulas for Concete Shear Wall Buildings
Authors: M. D. Trifunac, Rakesh K. Goel, and Anil K. ChopraAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 125, Issue 7
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References
1.
Luco, J. E., Trifunac, M. D., and Wong, H. L. (1987). “On the apparent change in dynamic behaviour of a nine-story reinforced concrete building.” Bull. Seismological Soc. of Am., 77(6), 1961–1983.
2.
Trifunac, M. D. (1990a). “How to model amplification of strong earthquake motions by local soil and geologic site conditions.” Earthquake Engrg. and Struct. Dyn., 19(6), 833–846.
3.
Trifunac, M. D. (1990b). “A microzonation method based on uniform risk spectra.” Soil Dyn. and Earthquake Engrg., 9(1), 34–43.
4.
Trifunac, M. D. (1995). “Pseudo relative velocity spectra of earthquake ground motion at long periods.” Soil Dyn. and Earthquake Engrg., 14(5), 331–346.
5.
Udwadia, F. E., and Trifunac, M. D. (1974). “Time and amplitude dependent response of structures.” Earthquake Engrg. and Struct. Dyn., 2(4), 359–378.
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Published online: Jul 1, 1999
Published in print: Jul 1999
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M. D. Trifunac
Rakesh K. Goel
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Anil K. Chopra
Members, ASCE
April 1998, Vol. 124, No. 4, by Rakesh K. Goel and Anil K. Chopra (Paper 16087).
Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, CA 90089.
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