（华南理工大学建筑设计研究院有限公司， 广州 510641）

［摘要］博兴市民文化中心采用钢筋混凝土框架-剪力墙结构体系，存在局部楼板不连续、局部错层、局部穿层柱及复杂连接等情况，属于超限高层建筑。分别采用SATWE,ETABS和Perform-3D软件对结构进行多遇地震的弹性分析及罕遇地震的静力弹塑性分析，采用ETABS和ANSYS对大跨度钢结构拱架进行内力、稳定和极限承载力的分析。根据分析结果对结构进行性能设计，并对关键部位和构件采取了加强措施，保证结构的抗震性能优良。

［关键词］博兴市民文化中心； 复杂连接； 超限高层建筑； 抗震性能化设计； 加强措施

中图分类号：TU318文献标识码：A文章编号：1002-848X(2019)20-0065-06

Structural design of Boxing Civic Cultural Center

Yu Xuehong, Huang Zhijian, Lao Xiaojie

（Architectural Design & Research Institute of SCUT Co., Ltd., Guangzhou 510641, China）

Abstract:Boxing Civic Cultural Center adopts reinforced concrete frame-shear wall structure, which belongs to the out-of-codes tall building due to the discontinuity of local floors, local staggered stories, local through-story columns and the complex connections, etc. The elastic analysis under frequent earthquake and the static elasto-plastic analysis under rare earthquake were carried out by SATWE, ETABS and Perform-3D software respectively. Internal forces, stability and ultimate bearing capacity of long-span steel arch were analyzed by ETABS and ANSYS. According to the analytical results, the performance-based design of the structure was conducted and the key parts and components were strengthened to ensure the excellent seismic performance of the structure.

Keywords:Boxing Civic Cultural Center; complex connection; out-of-codes tall building; seismic performance-based design; strengthening measure