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地基挖槽内基础梁的计算
引用本文:赵光恒,谢振纲,吴天新. 地基挖槽内基础梁的计算[J]. 河海大学学报(自然科学版), 1988, 0(2)
作者姓名:赵光恒  谢振纲  吴天新
作者单位:河海大学工程力学系,河海大学工程力学系,河海大学工程力学系
摘    要:本文对有挖槽的半无限弹性地基上基础梁的计算提出了一个分析方法.应用弹性理论中复变函数保角变换法,求得挖槽底在单位均布力作用下的沉陷,进而采用日莫契金链杆法,求出基础梁的反力和内力.

关 键 词:基础梁  计算  弹性基础  半无限地基  挖槽

Computation of Foundation Beam in Excavated Groove of Semi-infinite Elastic Foundation
Zhao Guangheng, Xie Zhengang, Wu Tianxin. Computation of Foundation Beam in Excavated Groove of Semi-infinite Elastic Foundation[J]. Journal of Hohai University (Natural Sciences ), 1988, 0(2)
Authors:Zhao Guangheng   Xie Zhengang   Wu Tianxin
Affiliation:Zhao Guangheng; Xie Zhengang; Wu Tianxin
Abstract:In this paper an analytical method is advanced for computing the foundation beam in the excavated groove of semi-infinite elastie foundation. In order to find the relative settlement of bosom of the excavated groove under the action of unit uniform load, the complex function in plane elasticity is used. Then the reaction and internal force of the foundation beam are solved using the method of B.N.Zhemochkin.
Keywords:foundation beam  computation  elastic foundation  semi-infinite foundation  excavated groove
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