DOI QR코드

DOI QR Code

Soil-structure interaction and axial force effect in structural vibration

  • Gao, H. (School of Civil & Mining Engineering, The University of Sydney) ;
  • Kwok, K.C.S. (School of Civil & Mining Engineering, The University of Sydney) ;
  • Samali, B. (Graduate School of Engineering, University of Technology)
  • Published : 1997.01.25

Abstract

A numerical procedure for dynamic analysis of structures including lateral-torsional coupling, axial force effect and soil-structure interaction is presented in this study. A simple soil-structure system model has been designed for microcomputer applications capable of reflecting both kinematic and inertial soil-foundation interaction as well as the effect of this interaction on the superstructure response. A parametric study focusing on inertial soil-structure interaction is carried out through a simplified nine-degree of freedom building model with different foundation conditions. The inertial soil-structure interaction and axial force effects on a 20-storey building excited by an Australian earthquake is analysed through its top floor displacement time history and envelope values of structural maximum displacement and shear force.

Keywords

References

  1. Avanessian, V., Dong, S. B. Muki, R. (1986), "On analysis of dyanmic structure/media interaction", Dynamic Response of Structures, Proc. of Third Conference Organised by ASCE, pp.745-755.
  2. Chandler, A. M. and Hutchinson, G. L. (1987), "Evaluation of code torsional provisions by a time history approach", Earthquake Eng. and Struc. Dyn., 15, 491-516. https://doi.org/10.1002/eqe.4290150406
  3. Chandler, A. M. and Hutchinson, G. L. (1987), "Parametric earthquake response of torsionally coupled buildings with foundation interaction", Soil Dyn. and Earthquake Eng., 6, 138-148. https://doi.org/10.1016/0267-7261(87)90010-8
  4. Clough, R. W. Penzien, J. (1975), Dynamics of Structures, McGraw-Hill Inc.
  5. Coyal, A. Chopra, A. K. (1989), "Earthquake analysis of intake-outlet towers including tower-water-foundation-soil interaction", Earthquake Eng. and Struc. Dyn., 18, 325-344. https://doi.org/10.1002/eqe.4290180303
  6. Gao, H. Corderoy, H. J. B. (1994), "Analysis of $P-{\Delta}$ effect on the response of multistorey buildings to earthquake excitation", Proc. of Australasian Structural Engineering Conference, Sydney, Australia, 321-326.
  7. Gupta, V. K. and Trifunac, M. D. (1991), "Seismic response of multistoreyed buildings including the effect of soil-structure interaction", Soil Dyn. and Earthquake Eng., 10(8), 414-422.
  8. Li, B. Al-Bermani, F. G. and Kitipornchai, S. (1993), "Maximum response of asymmetric structures subjected to a multicomponent earthquake", Earthquake Eng. and Struc. Dyn., 22, 1047-1066.
  9. Lin, A. N. and Jennings P. C. (1984), "Effect of embedment on foundation-soil impedances", J. of Eng. Mechanics, ASCE, 110(7), 1060-1075.
  10. Luco, J. E. (1986), "Soil-structure interaction effects on the seismic response of tall chimneys", Soil Dyn. and Earthquake Eng., 5(3), 170-177. https://doi.org/10.1016/0267-7261(86)90020-5
  11. Luco, J. E. and Mita, A. (1987a), "Response of circular foundation to spatially random ground motion", J. of Eng. Mechanics, ASCE, 113(1), 1-15. https://doi.org/10.1061/(ASCE)0733-9399(1987)113:1(1)
  12. Luco, J.E. and Mita, A. (1987b), "Response of circular foundation on a uniform half-space to elastic waves", Earthquake Eng. and Struc. Dyn., 15, 105-118. https://doi.org/10.1002/eqe.4290150108
  13. McCallen, D. B. and Romstad, K. M. (1994), "Nonlinear model for building-soil systems", J. of Eng. Mechanics, ASCE, 120(5), 1129-1151. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:5(1129)
  14. Meek, J. W. and Wolf, J. P. (1994), "Corn models for embedded foundation", J. of Geotechnical Eng., ASCE, 120(1), 60-80. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:1(60)
  15. Mita, A. and Luco, J. E. (1989), "Dynamic response of a sequare foundation embedded in a elastic half-space", Soil Dyn. and Earthquake Eng., 8, 54-67. https://doi.org/10.1016/S0267-7261(89)80013-2
  16. Mohsen, G. A. and Singh, M. P. (1986), "Structural response for six correlated earthquake components", Earthquake Eng. and Struc. Dyn., 14, 103-119. https://doi.org/10.1002/eqe.4290140108
  17. Novak, M. and Hifnawy, L.E. (1988), "Structural response to wind with soil-structure interaction", J. of wind eng. and Industrial Aerodynamics, 28, 329-338. https://doi.org/10.1016/0167-6105(88)90129-8
  18. Roesset, J. M. (1980), "Stiffness and damping coefficients of foundations", Dyn. response of pile founds: Analytical aspects, Proc. of Geotechnical Eng. Division, ASCE, 1-30.
  19. Rutenberg, A. and Heidebrecht, A. (1985), "Response spectra for torsion, rocking and rigid foundations", Earthquake Eng. and Struc. Dyn., 13, 543-557. https://doi.org/10.1002/eqe.4290130408
  20. Samali, B. Parsanejad, S. and Peterson, M. (1994), "Response spectra for Australia earthquake", Australian Civil Eng. Transactions, CE36(1), 89-97.
  21. Sikaroudi, H.and Chandler, A. M. (1992), "Structure-foundation interaction in the earthquake response of torsionally asymmetric buildings", Soil Dynamics and Earthquake Eng., 11, 1-16. https://doi.org/10.1016/0267-7261(92)90022-6
  22. Sivakumaran, K. S. and Balendra, T. (1994), "Seismic analysis of asymmetric multistorey buildings including foundation interaction and $P-{\Delta}$ effects", Engng Struct., 16, 609-624. https://doi.org/10.1016/0141-0296(94)90047-7
  23. Todorovska, M. I. and Trifunac, M. D. (1993a), "Effect of the wave passage and the embedment depth for in-plane building-soil interaction", Soil Dyn. and Earthquake Eng., 12, 343-355. https://doi.org/10.1016/0267-7261(93)90037-R
  24. Todorovska, M. I. and Trifunac, M. D. (1993b), "Inplane foundation-soil interaction for embedded circular foundations", Soil Dyn. and Earthquake Eng., 12, 283-297. https://doi.org/10.1016/0267-7261(93)90014-I
  25. Tso, W. K., Zhu, T. J. and Heidebrecht, A. C. (1992), "Engineering implication of ground motion A/V ratio", Soil Dyn. and Earthquake Eng., 11, 133-144. https://doi.org/10.1016/0267-7261(92)90027-B
  26. Veletsos, A.S. and Tang, Y. (1989), "Deterministic assessment of effects of gound-motion incoherence", J. of Eng. Mechanics, ASCE, 116(5), 1109-1125.
  27. Wolf, R.P. (1988), Soil-Structure-Interaction Analysis in Time Domain, Prentice-Hall.