地基不均匀沉降对上部结构影响的三维弹性支承分析法
摘要:地基不均匀沉降是导致建筑工程事故的主要原因之一。为了研究地基不均匀沉降对上部结构内力、变形、周期等影响,提出了将地基(或基础)模拟为三维弹性支座的有限元分析方法,将上部结构和地基基础进行整体分析。以深圳市少年宫“水晶石”大厅结构为例,运用有限元软件ANSYS,将三维弹性支承分析法与常用的固定支座法和竖向弹性支承分析法进行了对比分析,验证了三维弹性支承分析法的合理性,从而得出了一些有益的结论,可供设计人员参考。
Abstract:Some engineering problems are caused by ground unequal settlements. In order to investigate the influence of the ground unequal settlements on the superstructure, a finite element method simulating ground(or pile ground) is developed by three-dimensional elastic support, which could integrally analyze the interaction among structure, foundation and ground. The comparative analysis among three-dimensianal elastic support,the elastic support model and immobility model for the example of the Crystal Stone Lobby of Juvenile Palace in Shenzhen is done by the ANSYS software of FEM. The method has been proved rationality. Some important conclusions will give advice to structural design.
中文标题：
地基不均匀沉降对上部结构影响的三维弹性支承分析法
Analysis of the Influence of Ground Unequal Settlement on the Structure with Three-dimensional Elastic Support Model Method
作者：
王晖,吴胜发,孙作玉
Wang Hui,Wu Shengfa,Sun Zuoyu
作者简介:王晖,1963年生,女,汉族,黑龙江人,副教授,主要从亊结构工程的教学与研究。E-mail:sunzuoyu@163.com
通讯地址：
广州大学土木工程学院, 广东广州 510405
SchoolofQvilEilgineering,GuangzhouUniveraty,GuangzhouGuangdong510405China
中图分类号:TU433
出版物：岩土工程技术
收稿日期:2005-03-10
关键词:不均匀沉降,三维弹性支承,上部结构,有限元分析
Key words:unequal settlement,three-dimensional elastic support,superstructure,FEM
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基金项目：
基金项目: 广东省自然科学基金资助项目(020592)
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