摘要
黄骅新城婚庆礼堂是一座具有现代风格的教堂建筑,其不同区域分别采用了框架结构、大跨度钢筋混凝土拱柱及钢筋混凝土拱壳结构,为增强其稳定性,不同结构形式之间未设缝,组成一个混合结构体系,属于特别不规则结构。采用有限元软件SAP2000对结构进行了详细的分析,分析结果表明:整体结构满足抗侧力要求,各部分受力合理,主体结构安全可靠。
Huanghua New City Wedding Hall is a church building with modern style. In different areas, different structural systems were adopted including frame structure, large span reinforced concrete counterfort structure and reinforced concrete arch shell structure. To enhance stability, there are no joints among different structural systems. It is a particularly irregular structure with hybrid structural systems. The structure was analyzed using the finite element software SAP2000. Results show that the whole structure can resist lateral forces effectively, each part has reasonable ways to resist forces and the main structure is safe.
出处
《建筑结构》
CSCD
北大核心
2013年第18期54-57,共4页
Building Structure
关键词
钢筋混凝土拱柱
混合结构
拱壳
reinforced concrete eounterfort
hybrid structure
arch shell
