泉州大剧院结构设计  

Structural Design of Quanzhou Theater

作　　者：朱亮 ZHU Liang(Tongji Architectural Design(Group)Co.Ltd.,Shanghai 200092,China)

机构地区：[1]同济大学建筑设计研究院(集团)有限公司,上海200092

出　　处：《结构工程师》2022年第2期177-183,共7页Structural Engineers

摘　　要：本工程平面和立面均不规则,属于复杂超限高层建筑。主体结构采用框架-剪力墙结构体系,屋顶局部采用钢结构。结构进行了抗震性能化设计。本文详细介绍了该结构的抗震性能目标、超限情况及加强措施、线弹性分析、弹性时程分析、构件设计、楼板应力分析及弹塑性分析、钢屋盖设计以及楼座设计等。通过分析,该工程能达到了预期的抗震性能目标,抗震性能较好,具体分析方法和结论可供同类工程设计参考。The plane and elevation of the project are irregular,belonging to complex overrun high-rise buildings.The main structure adopts frame-shear wall structure system,and the roof adopts steel structure locally.It’s carried out seismic performance-based design.This paper describes in detail the seismic performance objectives,overrun and strengthening measures,linear elastic analysis,elastic time history analysis,component design,floor stress analysis and elastic-plastic analysis,steel roof design and floor design.Through the analysis,the project can achieve the expected seismic performance objectives,and the seismic performance is good.The specific analysis methods and conclusions can be used for reference in similar engineering design.

关 键 词：剧院 性能化设计 弹塑性分析 楼座设计 超限高层 

分 类 号：TU973[建筑科学—结构工程]