TECHNICAL PAPERS
Feb 1, 2009

Seismic History Analysis of Asymmetric Buildings with Soil–Structure Interaction

Publication: Journal of Structural Engineering
Volume 135, Issue 2

Abstract

An efficient approximate method that uses the multi-degrees-of-freedom (MDOF) modal equations of motion for the seismic response history analysis of asymmetric elastic buildings with soil–structure interaction (SSI) is presented in this paper. The systems considered are two-way asymmetric shear buildings resting on the surface of an elastic half-space, which are excited by two-directional seismic ground motions. The SSI forces were simulated using frequency-independent soil springs and dashpots. First, the MDOF modal equations of motion for the SSI systems were derived. The modal response histories were obtained by solving the MDOF modal equations of motion using the step-by-step integration method. Subsequently, the seismic response histories of the whole SSI system were determined from the arithmetic summation of the modal response histories. The MDOF modal equations of motion retain the property of nonproportional damping of the original SSI system. The proposed method has the advantages of the conventional modal response history analysis, which requires only the first few vibration modes to obtain accurate analytical results. Finally, the efficiency of the proposed method was validated using numerical examples of a two-way asymmetric four-story building with large and small SSI effects.

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Acknowledgments

The theory behind this study was developed as part of a Ph.D. program undertaken by the first writer at the National Taiwan University, and its application was carried out during the first writer’s 1-year stay at the Stanford University as a visiting scholar. Financial support received from the National Science Foundation (NSF) of Taiwan for this stay is gratefully acknowledged.

References

Balendra, T., Tat, C. W., and Lee, S. L. (1982). “Modal damping for torsionally coupled buildings on elastic foundation.” Earthquake Eng. Struct. Dyn., 10(5), 735–756.
Bielak, J. (1971). “Earthquake response of building-foundation system.” Rep. No. EERL 71–04, Earthquake Research Laboratory, California Institute of Technology, Pasadena, Calif.
Bielak, J. (1976). “Modal analysis for building-soil interaction.” J. Engrg. Mech. Div., 102(5), 771–786.
Castelloni, A. (1970). “Foundation compliance effects on earthquake response spectra.” J. Soil Mech. and Found. Div., 96(4), 1335–1356.
Chopra, A. K., and Goel, R. K. (2004). “A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings.” Earthquake Eng. Struct. Dyn., 33(8), 903–927.
Chopra, A. K., and Gutierrez, J. A. (1974). “Earthquake response analysis of multi-story buildings including foundation interaction.” Earthquake Eng. Struct. Dyn., 3(1), 65–77.
Goel, R. K. (2001). “Simplified analysis of asymmetric structures with supplemental damping.” Earthquake Eng. Struct. Dyn., 30(9), 1399–1416.
Gupta, V. K., and Trifunac, M. D. (1991). “Seismic response of multistoried buildings including the effects of soil-structure interaction.” Soil Dyn. Earthquake Eng., 10(8), 414–422.
Lin, J. L., and Tsai, K. C. (2007). “Simplified seismic analysis of one-way asymmetric elastic systems with supplemental damping.” Earthquake Eng. Struct. Dyn., 36(6), 783–800.
Meek, J. W., and Veletsos, A. S. (1972). “Dynamic analysis and behavior of structure foundation system.” Structure Research at Rice, Rep. No. 13, Dept. of Civil Engineering, Rice Univ., Houston.
Novak, M., and Hifnawy, L. E. L. (1983). “Effect of soil-structure interaction on damping of structures.” Earthquake Eng. Struct. Dyn., 11(5), 595–621.
Parmelee, R. A. (1967). “Building foundation interaction effects.” J. Engrg. Mech. Div., 93(2), 131–152.
Richart, F. E., Hall, J. R., and Woods, R. D. (1970). Vibrations of soils and foundations, Prentice-Hall, Englewood Cliffs, N.J.
Roesset, J. M., Whitman, R. V., and Dobry, R. (1973). “Modal analysis for structures with foundation interaction.” J. Struct. Div., 99(3), 399–416.
Sivahumaran, K. S., and Balendra, T. (1994). “Seismic analysis of asymmetric multistory buildings including foundation interaction and P-Δ effects.” Eng. Struct., 16(8), 609–625.
Tsai, N. C. (1974). “Modal damping for soil-structure interaction.” J. Engrg. Mech. Div., 100(2), 323–341.
Vaish, A. K., and Chopra, A. K. (1973). “Earthquake analysis of structure-foundation systems.” Rep. No. EERC73–9, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
Veletsos, A. S., and Meek, J. W. (1974). “Dynamic behavior of building-foundation systems.” Earthquake Eng. Struct. Dyn., 3(2), 121–138.
Wolf, J. P. (1985). Soil-structure interaction, Prentice-Hall, Englewood Cliffs, N.J.
Wolf, J. P. (1988). Soil-structure-interaction analysis in time domain, Prentice-Hall, Englewood Cliffs, N.J.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 135Issue 2February 2009
Pages: 101 - 112

History

Received: Feb 26, 2007
Accepted: Jul 9, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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Notes

Note. Associate Editor: Marvin W. Halling

Authors

Affiliations

Jui-Liang Lin [email protected]
Associate Research Fellow, National Center for Research on Earthquake Engineering, 200, Section 3, XinHai Rd., Taipei 106, Taiwan; formerly, NTU Ph.D. Student. E-mail: [email protected]
Keh-Chyuan Tsai [email protected]
Director, National Center for Research on Earthquake Engineering, 200, Section 3, XinHai Rd., Taipei 106, Taiwan; Professor, Dept. of Civil Engineering, National Taiwan Univ. (corresponding author). E-mail: [email protected]
Eduardo Miranda [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305. E-mail: [email protected]

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