摘要
通过对某工程实例的反分析计算，提出了建立在可靠度分析基础之上的深基坑桩撑支护结构优化设计方法。为了进行支护结构的可靠性设计，探讨了随机变量对支护结构设计的影响，并给出了进行支护结构计算的实例。
Through the back-analysis of a computing example, the design optimization of pile-strut bracing structure of deep foundation pit is presented based on reliability analysis. In order to proceeding the reliability design of bracing structure, the author suggests that random variables have an influence on the design of bracing structure and gives a computing example.
出处
《建筑结构》
CSCD
北大核心
1999年第5期6-8,17,共4页
Building Structure
关键词
深基坑
桩撑支护结构
可靠性设计
deep foundation pit
pile-strut bracing structrue
reliability analysis
