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Stochastic analysis of seismic structural response with soil-structure interaction

  • Sarkani, S. (School of Engineering and Applied Science, The George Washington University) ;
  • Lutes, L.D. (Department of Civil Engineering, Texas A&M University, College Station) ;
  • Jin, S. (School of Engineering and Applied Science, The George Washington University) ;
  • Chan, C. (Haynes Whaley Associates, Inc.)
  • Published : 1999.07.25

Abstract

The most important features of linear soil-foundation-structure interaction are reviewed, using stochastic modeling and considering kinematic interaction, inertial interaction, and structural distortion as three separate stages of the dynamic response to the free-field motion. The way in which each of the three dynamic stages modifies the spectral density of the motion is studied, with the emphasis being on interpretation of these results, rather than on the development of new analysis techniques. Structural distortion and inertial interaction analysis are shown to be precisely modeled as linear filtering operations. Kinematic interaction, though, is more complicated, even though it has a filter-like effect on the frequency content of the motion.

Keywords

References

  1. Blume, J.A. (1961), Design of Multistory Reinforced Concrete for Earthquake Motions, Portland Cement Association.
  2. Chan, C. (1994), Stochastic Analysis of Soil-Structure Interaction, Master of Science Thesis, Department of Civil Engineering, Texas A&M University.
  3. Harichandran, R.S. and Vanmarcke, E.H. (1986), "Stochastic variation of earthquake ground motions in space and time", Journal of Engineering Mechanics, ASCE, 112(2), 154-174. https://doi.org/10.1061/(ASCE)0733-9399(1986)112:2(154)
  4. Hoshiya, M. (1995), "Kriging and conditional simulation of Gaussian field", Journal of Engineering Mechanics, ASCE, 121(2), 181-186. https://doi.org/10.1061/(ASCE)0733-9399(1995)121:2(181)
  5. Kameda, M. and Morikawa, H. (1994), "Conditioned stochastic process for conditional random fields", Journal of Engineering Mechanics, ASCE, 120(4), 855-875. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:4(855)
  6. Jin, S. (1995), Stochastic Analysis of Seismic Soil-Structure Interaction, A dissertation submitted in partial ' satisfaction of the requirements for the degree of Doctor of Science, The George Washington University, Washington, D.C.
  7. Jin, S., Lutes, L.D. and Sarkani, S. (1997), "Efficient simulation of multi-dimensional random fields", Journal of Engineering Mechanics, ASCE, 123(10), 1082-1089. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:10(1082)
  8. Luco, J.E. and Mita, A. (1987), "Response of a circular foundation to spatially random ground motion", Journal of Engineering Mechanics, ASCE, 113(1), 1-15. https://doi.org/10.1061/(ASCE)0733-9399(1987)113:1(1)
  9. Luco, J.E. and Wong, H.L. (1986), "Response of a rigid foundation to a spatially random ground motion", Earthquake Engineering and Structural Dynamics, 14, 891-908. https://doi.org/10.1002/eqe.4290140606
  10. Lutes, L.D. and Sarkani, S. (1997), Stochastic Analysis of Structural and Mechanical Vibrations, Prentice-Hall.
  11. Lutes, L.D. and Sarkani, S. (1995), "Structural damping for soil-structure interaction studies", Structural Engineering and Mechanics, 3(2), 107-120. https://doi.org/10.12989/sem.1995.3.2.107
  12. Lutes, L.D., Sarkani, S. and Jin, S. (1995), "Efficiency and accuracy in simulation of random fields", Probabilistic Engineering Mechanics, 11(2), 73-86.
  13. Richart, F.E., Hall, J.R. and Woods, R.D. (1970), Vibrations of Soils and Foundations, Prentice-Hall, Inc., Englewood Cliffs, NJ.
  14. Scanlan, R.H. (1976), "Seismic wave effects on soil-structure interaction", Earthquake Engineering and Structural Dynamics, 4, 379-388. https://doi.org/10.1002/eqe.4290040405
  15. Veletsos, A.S. and Prasad, A.M. (1989), "Seismic interaction of structures and soils: stochastic approach", Journal of Structural Engineering, ASCE, 115(4), 935-956. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:4(935)
  16. Veletsos, A.S. and Wei, Y.T. (1971), "Lateral and rocking vibration of footings", Journal of the Soil Mechanics Division, ASCE, 97(SM9), 1227-1248.
  17. Wolf, J.P. and Somaini, D.R. (1986), "Approximate dynamic model of embedded foundation in time domain", Earthquake Engineering and Structural Dynamics, 14, 683-703. https://doi.org/10.1002/eqe.4290140502
  18. Wolf, J.P. (1994), Foundation Vibration Analysis Using Simple Physical Models, Prentice-Hall, Inc., Englewood Cliffs, NJ.
  19. Wolf, J.P. (1985), Dynamic Soil-Structure Interaction, Prentice-Hall, Inc., Englewood Cliffs, NJ.
  20. Wu, W.H. and Smith, A. (1995), "Efficient modal analysis for structures with soil-structure interaction", Earthquake Engineering and Structural Dynamics, 24, 283-299. https://doi.org/10.1002/eqe.4290240211

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