项玉寅, 唐锦春. 结构——基础——地基共同作用的有限元、边界元联合解法[J]. 工程力学, 1987, 4(1): 51-60.
引用本文: 项玉寅, 唐锦春. 结构——基础——地基共同作用的有限元、边界元联合解法[J]. 工程力学, 1987, 4(1): 51-60.
Xiang Yuyin, Tang Jinchun. Analysis of Interaction of Structure Foundation and Soil by Associated Method of FEM and BEM[J]. Engineering Mechanics, 1987, 4(1): 51-60.
Citation: Xiang Yuyin, Tang Jinchun. Analysis of Interaction of Structure Foundation and Soil by Associated Method of FEM and BEM[J]. Engineering Mechanics, 1987, 4(1): 51-60.

结构——基础——地基共同作用的有限元、边界元联合解法

Analysis of Interaction of Structure Foundation and Soil by Associated Method of FEM and BEM

  • 摘要: 本文采用有限元和边界元的联合解法探讨了建筑物上部结构、基础和地基的共同工作效应。地基部分,采用边界积分方程;上部结构则采用有限单元,根据二部分交接面上位移协调和力的平衡条件联合求解,在微机IBM—PC上编制了通用程序,计算所得与C. J. W. King和W. J. Larnacn用有限元等方法的结果一致。由于边界元在半无限体应用的优势,本方法具有计算精度高、运算速度抉和内存需求量少等优点。

     

    Abstract: An associated method of the finite element method(FEM)and boundary element method(BEM)for analysing the interaction of structure foundation and soil is presended. BEM is used for the soil and FEM is used for structure and foundation. It is solved by the combi nation with the compatibility of displacements and the equilibrium of forces in the interface between the two parts, A program is given on the IBM—PC, and the results computed are agreeable with the results of FEM and other methods. Because of the supperiority of BEM, this method has the advantanges of good accuracy, high speed of calculation, and less computer storage requirements.

     

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