摘要
以实际明挖地铁车站工程为背景,在对基坑支护结构进行优化设计的同时,分析了支护结构的变化对车站主体结构的内力及配筋的影响,对类似工程和普通民用建筑地下室支护结构设计均有借鉴作用。
Based on the practical open-cut metro station,the influence of internal forces and reinforcements of main structure produced due to the optimization of exterior-protected construction are analyzed.The conclusions are adaptable to design of exterior-protected construction of the similar engineering.
出处
《建筑结构》
CSCD
北大核心
2006年第S1期882-885,共4页
Building Structure
关键词
支护结构
主体结构
对比分析
优化设计
exterior-protected construction
main structure
comparative analysis
optimized design
