剪力墙偏置高层建筑结构设计  

Design of High-rise Building Structure With Off-center Shear Wall

作　　者：王宗正 章勇 Wang Zong-zheng;Zhang Yong

机构地区：[1]标力建设集团有限公司,浙江台州318020 [2]台州市城乡规划设计研究院有限公司,浙江台州318000

出　　处：《建筑技术开发》2021年第15期16-17,共2页Building Technology Development

摘　　要：剪力墙结构是高层建筑中的常见结构,有着良好的抗震性能,可满足高层建筑的功能要求。在高层建筑设计中,一旦遇到剪力墙偏置问题,要根据工程实际情况,采取合理的措施,增加结构抗扭刚度,减小扭转位移比,确保结构的抗震性能。以某工程为例对剪力墙偏置的高层建筑结构设计策略进行了分析。Shear wall structure is a common structure in high-rise buildings,has good seismic performance and can meet functional requirements of high-rise buildings.In design of high-rise buildings,once the shear wall off-center problem is encountered,reasonable measures should be taken according to actual situation of the project to increase torsional rigidity of structure and reduce torsional displacement ratio to ensure seismic performance of the structure.A project is taken as an example to analyze design strategy of high-rise buildings with off-center shear walls.

关 键 词：剪力墙偏置 高层建筑 结构设计 

分 类 号：TU973.16[建筑科学—结构工程]