摘要
本文以武汉市轨道交通8号线徐家棚站主体结构设计为例,结合本工程的特点探讨了该结构设计的难点及采取的构造措施;运用有限元软件对不同简化模型进行结构计算,通过对比分析得到了大跨度地铁车站结构的合理简化计算方法,以期为今后类似车站的设计提供借鉴。
Taking the Xujiapeng station of Wuhan metro line 8 for example,the difficulties and construction measures of structure design are discussed,combined with the characteristics of the project. A series of simplified structure models are calculated by the finite element software. The reasonable simplified calculation method is obtained through comparative analysis. It may provide reference for the metro station design of the similar projects.
出处
《广东土木与建筑》
2015年第8期55-57,共3页
Guangdong Architecture Civil Engineering
关键词
地铁车站
大跨度
结构设计
加腋
拱效应
metro station
large-span
structure design
haunch
arch effect
