A critical review on idealization and modeling for interaction among soil-foundation-structure system

被引:235
作者
Dutta, SC [1 ]
Roy, R [1 ]
机构
[1] Deemed Univ, Bengal Engn Coll, Dept Appl Mech, Howrah 711103, W Bengal, India
关键词
soil-structure interaction; modeling; Winkler; continuum; elasto-plastic nonlinear viscoelastic; finite-element; seismic;
D O I
10.1016/S0045-7949(02)00115-3
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The interaction among structures, their foundations and the soil medium below the foundations alter the actual behaviour of the structure considerably than what is obtained from the consideration of the structure alone. Thus, a reasonably accurate model for the soil-foundation-structure interaction system with computational validity, efficiency and accuracy is needed in improved design of important structures. The present study makes an attempt to gather the possible alternative models available in the literature for this purpose. Emphasis has been given on the physical modeling of the soil media, since it appears that the modeling of the structure is rather straightforward. The strengths and limitations of the models described in a single paper may be of help to the civil engineers to choose a suitable one for their study and design. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1579 / 1594
页数:16
相关论文
共 148 条
  • [1] Allam M.M., 1991, P I CIVIL ENG PT 2, P477
  • [2] [Anonymous], 1974, ANAL COMPUTER METHOD
  • [3] [Anonymous], P SEC ROORK IND
  • [4] [Anonymous], ASTM STP
  • [5] [Anonymous], 2000, J I ENG INDIA
  • [6] [Anonymous], 1969, J SOIL MECH FDN DIV
  • [7] [Anonymous], CIVIL ENG SERIES
  • [8] [Anonymous], 1867, LEHRE ELASTIZITAT FE
  • [9] Baidya DK., 1994, Indian Geotech J, V24, P353
  • [10] Baker A.L.L., 1957, RAFT FDN