某秀场结构设计及分析  

Structural Design and Analysis of a Show Theater

作　　者：杨德圣 刘金凤 YANG De-sheng;LIU Jin-feng(China IPPR International Engineering Co.Ltd.,Beijing 100089,China)

机构地区：[1]中国中元国际工程有限公司,北京100089

出　　处：《工程建设与设计》2021年第2期5-6,共2页Construction & Design for Engineering

摘　　要：对某秀场的关键构件采用了性能化设计,解决了混凝土梁与斜柱受力和锚固的要求,采用了2种计算软件对主体进行结构分析和复核,尤其是对3层屋盖大跨度双向钢桁架进行了计算和分析。Performance-based design is adopted for the key components of a show theater. The stress and anchorage requirements of concrete beams and inclined columns are solved. Two kinds of calculation software are used to analyze and check the structure, especially the calculation and analysis of the three-story and long-span bi-directional steel truss.

关 键 词：秀场 结构设计 大悬挑 斜柱 双向钢桁架 计算分析 

分 类 号：TU242[建筑科学—建筑设计及理论]