摘要
提出了一种基坑支护结构内力及变形动态分析的弹性地基梁有限元计算方法,并结合一个工程实例,分析了基坑开挖过程中支护结构体系内力及变形的变化过程。计算表明,该方法与传统方法相比。
In this paper,a finite element method on elastic foundation is used to analyze the internal forces and deformation of the retaining structure of deep excavation process.Based on a case study,the internal forces and deformation of the retaining structure of the deep excavation are analyzed.Compared with the traditional methods there is a better agreement between the calculated results and the measured ones from an actual project.
出处
《工业建筑》
CSCD
北大核心
2000年第3期17-20,共4页
Industrial Construction
关键词
深基坑开挖
支护结构
有限元
内力
变形
deep excavation\ retaining structure\ finite element method
