平西府车辆段与综合基地复杂剪力墙结构抗震设计  

Seismic design of steel plate-concrete shear walls in Pingxifu vehicle depot and comprehensive base

作　　者：肖信文[1] 万红宇[1] 黄跃斌[1] 冯慧君[1] 朱兴刚[1] 柯长华[1] 

机构地区：[1]北京市建筑设计研究院7S1工作室,北京100045

出　　处：《建筑结构》2011年第9期104-107,共4页Building Structure

摘　　要：针对北京平西府车辆段与综合基地工程的特点及结构设计情况,对工程Y向剪力墙竖向抗侧力构件不连续,采用了基于性能的抗震设计;并对结构进行多模型、多软件的反应谱和时程分析,以及局部构件的补充验算。在首层采用钢板剪力墙及层2采用变截面钢板剪力墙,有针对性地采取加强措施。计算结果表明结构的工作状态和性能均能达到设计的预期性能目标和规范要求。The features and structure design of Pingxifu vehicle depot and comprehensive base engineering are introduced.Seismic performance design was adopted to deal with the discontinuous problem of force resisting member in the Y direction lateral.In addition,multi-model analysis,response spectrum,time history analysis and added checking of local parts are introduced.Some targeted strengthen measures（steel plate-concrete shear walls and variable cross-section shear walls） were employed to the first floor and second floor respectively.Analysis result shows that the structure performance and function can highly meet design object and code requirements.

关 键 词：钢板剪力墙 时程分析法 抗震性能设计 竖向不连续 

分 类 号：TU318.85[建筑科学—结构工程]