黄骅新城婚庆礼堂结构分析  

Structure design of Huanghua New City Wedding Hall

作　　者：张锡治[1] 张希川[2] 罗迪[1] 贾莉[1] 

机构地区：[1]天津大学建筑设计规划研究总院,天津300072 [2]天津大学建筑工程学院,天津300072

出　　处：《建筑结构》2013年第18期54-57,共4页Building Structure

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.

关 键 词：钢筋混凝土拱柱 混合结构 拱壳 

分 类 号：TU318[建筑科学—结构工程]