摘要
吴江博物馆为吴江博览中心项目中一异形单体,采用钢筋混凝土斜柱框架少撑结构体系,属于抗震超限结构。详细介绍其结构体系以及超限情况,确定结构性能化设计目标及其超限设计措施。简要介绍了结构关键性构件验算的过程和方法。结果表明,所选结构体系合理且安全,结构各项性能均能达到预定的抗震性能目标。
Wujiang Museum is one special shaped monomer of Wujiang Exhibition Center project and adopts the structural system of reinforced concrete inclined column frame with few braces. It＇s a seismic out-of-code structure. The structural system and out-of-code conditions were introduced in detail. The performance-based seismic design objectives and out-of-code structural design measures were determined. The checking processes and methods of the key structural components were briefly introduced. Results show that the selected structural system is rational and safe and all the structure performances can achieve respected performance-based seismic design objectives.
出处
《建筑结构》
CSCD
北大核心
2016年第20期50-55,共6页
Building Structure
关键词
吴江博物馆
斜柱框架
结构超限措施
性能化设计
Wujiang Museum
inclined column frame
structural out-of-code measure
performance-based seismic design
