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基坑围护结构的计算模型及计算方法
引用本文:冯虹,杨敏,汤卫红. 基坑围护结构的计算模型及计算方法[J]. 结构工程师, 2000, 0(3): 40-43,49
作者姓名:冯虹  杨敏  汤卫红
作者单位:同济大学,上海,200092
摘    要:针对基坑围护体系的结构特点及工程状况,由相互作用原理建立围护墙和内支撑结构的简化计算模型,根据变形协调条件对围护墙和内支撑结构进行迭代分析,其计算结果与实际工作情况较为符合。

关 键 词:围护结构 变形协调 基坑 计算模型 计算方法

The Model and Method of Calculation of Retaining Structures of Foundation Pits
FENG Hong,YANG Min,TANG Weihong. The Model and Method of Calculation of Retaining Structures of Foundation Pits[J]. Structural Engineers, 2000, 0(3): 40-43,49
Authors:FENG Hong  YANG Min  TANG Weihong
Affiliation:FENG Hong,YANG Min,TANG Weihong;(Tongji University,Shanghai 200092)
Abstract:According to the retaining structural specialities and engineering case, a simple model of retaining wall and bracing structure is established by interactive principle, base on condition of deformation consistency are retaining wall and bracing structure analyzed by iterative method, the calculating result and real engineering conditions has a good accordance.
Keywords:retaining structure  interaction  deformation consistency
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