Paper Title:
Analysis of Soil-Structure Interaction with Finite Element Method
  Abstract

Analysis of dynamic behavior of soil-structure interaction (SSI) is a complicated problem due to the complexities of soil behaviors and dynamic analysis. It is difficult to solve SSI with analytical methods. However, numerical methods with highly developed computer technique are efficient. Based on the advanced nonlinear finite element analysis software MSC.Marc, SSI on loess ground is studied. An approach for the application of MSC.Marc in SSI analysis is presented and an example is given. Hyperbolic soil constitutive relationship and viscous boundary conditions are adopted in the soil model. Moreover, contact between the embedded columns and the adjacent soil is considered. Response spectrum analysis of the result is carried out. Some conclusions about the seismic response of soil-structure system under different soil stiffness and different soil-layer thickness conditions are given. A new way of analyzing SSI for loess ground is provided.

  Info
Periodical
Key Engineering Materials (Volumes 340-341)
Edited by
N. Ohno and T. Uehara
Pages
1279-1284
DOI
10.4028/www.scientific.net/KEM.340-341.1279
Citation
H. J. Liao, J. Liu, Y. G. Zhao, Z. H. Xiao, "Analysis of Soil-Structure Interaction with Finite Element Method", Key Engineering Materials, Vols. 340-341, pp. 1279-1284, 2007
Online since
June 2007
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Yu Yong Fu, Shu Wang Yan
Abstract:This article adopts the general finite element analysis software——ANSYS to do the numerical analysis and research on some Composite Soil...
1608
Authors: Jin Yun Liu, Cai Chu Xia
Chapter 5: Structural Materials
Abstract:Based on the research of numerical simulation of model experiment of water-conveyance tunnel in under soft soil, and three basic types of...
626
Authors: Qing Guan Lei, Qin Jie Dai, Jian Guo Wang
Chapter 5: Biotechnology, Chemical and Materials Engineering
Abstract:Based on the experimental data in the literature, contact elements were used in the pile-soil interface and the pile-soil interaction was...
733
Authors: Chao Sun, Qing Wang
Chapter 3: Tunnel, Subway and Underground Facilities
Abstract:The article studies the influence of overlying soil thickness on dynamic response of underground stuctures by adopting the method of...
1765