神农大剧院钢结构外壳与混凝土结构共同工作分析研究  

The Analysis of the Interaction of the Steel Shell and Concrete Structureof the Shennong Grand Theatre

作　　者：王伟[1] 张向荣[1] 

机构地区：[1]中国中元国际工程公司,北京100089

出　　处：《工程建设与设计》2013年第2期103-106,共4页Construction & Design for Engineering

摘　　要：神农大剧院采用上部大跨度空间钢结构外壳,下部混凝土结构。本文采用通用结构分析与设计软件SAP2000V14,分别建立了混凝土结构、钢结构外壳单独模型和混凝土结构与钢结构外壳整体模型进行分析。分析结果反映了上、下部结构的相互影响的程度,了解了在温度、地震作用下整体结构的反应以及连接界面结构构件的实际受力状态,验证了钢结构外壳和混凝土结构组成的大跨度空间结构体系单独设计存在的隐患。The Shennong Grand Theatre adopts the structure of upper large-span space steel shell, and the lower part ofconerete structure. This paper, by means of general structural analysis and design soitware SAP2000 V14, builds up separately the concrete structures model, the steel shell model, and the concrete structure and steel shell overall model. Analysis of the above reflects the degree of interaction of the upper and the lower parts of the structure, the reaction of the whole structure under the effect of temperature and earthquake, and the actual stress of the interface. The result reveals the hidden danger when the steel shell and concrete structure consisting of large span space structure are individually designed.

关 键 词：上下部结构共同工作 温度作用 地震作用与模态分析 连接界面 

分 类 号：TU318[建筑科学—结构工程] TU312.1