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双参数地基上厚薄板通用元与地基参数识别的挠度反分析
引用本文:张望喜, 易伟建. 双参数地基上厚薄板通用元与地基参数识别的挠度反分析[J]. 工程力学, 2003, 20(6): 46-51.
作者姓名:张望喜  易伟建
作者单位:湖南大学土木工程学院, 长沙市, 410082
基金项目:国家自然科学基金资助项目(59978015)
摘    要:进行了双参数地基板的有限元分析,基于Mindlin-Reissner中厚板理论给出了双参数地基上广义协调厚薄板通用元的计算公式,并利用位移反分析和遗传算法进行了地基参数识别。有限元计算与试验实测结果吻合良好。为便于比较,文中还给出了Winkler地基和半空间地基的计算结果。

关 键 词:双参数地基板  广义协调厚薄板通用元  遗传算法  参数识别  挠度反分析
文章编号:1000-4750(2003)06-0046-06
收稿时间:2002-06-16
修稿时间:2002-09-06

A GENERALIZED CONFORMING ELEMENT FOR THICK-THIN SLABS ON DOUBLE-PARAMETER FOUNDATION AND INVERSE ANALYSIS OF DEFLECTION FOR FOUNDATION PARAMETER IDENTIFICATION
ZHANG Wang-xi, YI Wei-jian. A GENERALIZED CONFORMING ELEMENT FOR THICK-THIN SLABS ON DOUBLE-PARAMETER FOUNDATION AND INVERSE ANALYSIS OF DEFLECTION FOR FOUNDATION PARAMETER IDENTIFICATION[J]. Engineering Mechanics, 2003, 20(6): 46-51.
Authors:ZHANG Wang-xi  YI Wei-jian
Affiliation:The Civil Engineering College of Hunan University, Changsha 410082, China
Abstract:Finite element analysis of slabs on double-parameter foundation is presented in this paper. Based on Mindlin-Reissner plate theory, a generalized conforming element for thick-thin slab on foundation is formulated. Inverse analysis of deflection and genetic algorithm are used to identify the foundation parameter. The numerical results of FEM are in good agreement with the experimental results. For comparison, the results for Winkler and Subspace foundation are also given.
Keywords:double-parameter foundation  generalized conforming element for thick-thin slab  genetic algorithm  parameter identification  inverse analysis of deflection
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