Abstract：This paper analysis space shear wall structures and foundations respectively by the double extended substructure finite element method and the finite layer method which has been developed by the authors for the elastic half-space, presents the general method and programs for analysing the three-dimentional problems of interaction between space shear wall structures and any kind of elastic foundations.The calculation and analysis for the three-dimentional problem of interaction between a space shear wall structure taking L-form plane and a non-homogeneous foundation explain it is very important to analyse interaction of these space structures and foundations in accordance with space subjects, and emphasize that the influence of adjoining buildings located at unfavorable places must be treated carefully.
引用本文:
宰金珉；张问清；赵锡宏；. 平面形状为L形的空间剪力墙结构与不均匀地基的共同作用[J]. 岩土工程学报, 1983, 5(2): 12-21.
Zai Jinmin, Zhang Wenqing, and Zhao Xihong. Interaction between a Space Shear Wall Structrue Taking the L-form Plane and a Non-homogeneous Foundation. Chinese J. Geot. Eng., 1983, 5(2): 12-21.
