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Author:

Liang, J. (Liang, J..) | Yang, J. (Yang, J..) | Han, B. (Han, B..) | Zhu, J. (Zhu, J..)

Indexed by:

Scopus

Abstract:

The effect of soil nonlinearity on dynamic soil-structure interaction(SSI)is studied using the coupled finite-element and indirect-boundary-element method. In the 2D model,the far-field soil is simulated by the indirect boundary element method(IBEM)and the near-field soil is simulated by the finite element method(FEM);the soil nonlinear behavior is taken into account by the equivalent linearization model. The case analysis of the Millikan Library building shows that soil nonlinearity plays a significant role on SSI. After considering soil nonlinearity,the base shear,the structure drift and the system frequency are all reduced rapidly compared to responses that in linear cases. The reduction degree of the nonlinear SSI responses is more significant in the cases of larger amplitude of the seismic waves or stronger nonlinearity of the soil. © 2022 Science Press. All rights reserved.

Keyword:

coupled FEM-IBEM method soil nonlinearity structure drift dynamic soil-structure interaction(SSI) system frequency base shear force

Author Community:

  • [ 1 ] [Liang J.]School of Civil Engineering, Tianjin University, Tianjin, 300350, China
  • [ 2 ] [Yang J.]School of Civil Engineering, Tianjin University, Tianjin, 300350, China
  • [ 3 ] [Han B.]Department of Civil Engineering and Airport Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing, 210016, China
  • [ 4 ] [Zhu J.]School of Civil Engineering, Beijing University of Technology, Beijing, 100124, China

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Source :

Earthquake Engineering and Engineering Dynamics

ISSN: 1000-1301

Year: 2022

Issue: 3

Volume: 42

Page: 1-10

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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