某超高层住宅剪力墙结构的弹性动力时程分析  

Elastic dynamic time-history analysis of the super-high-rise residence shearing wall structure

作　　者：白羽[1,2] 邱建慧[1] 

机构地区：[1]吉林大学建设工程学院,吉林长春130026 [2]中国建筑第八工程局有限公司大连分公司,辽宁大连116021

出　　处：《山西建筑》2017年第22期25-27,共3页Shanxi Architecture

摘　　要：在总结已有研究成果及设计工程的基础上,以某一超高层剪力墙住宅建筑为依托,结合国家相关规范及规定,对本超限结构进行了抗震性能化设计及对结构进行了弹性动力时程分析,并根据时程分析结构对反应谱结果进行了修正调整,为相关高层住宅剪力墙弹性时程设计与研究提供了设计分析方法参考及依据。Based on the analysis of the existing research results and the design of the project,and based on the structure of a super high rise shear wall structure,according to the relevant national standards and regulations,the performance of the structure is designed. The elastic dynamic time history analysis of the structure is carried out,and the response spectrum results are adjusted according to the time history analysis structure. This paper provides reference and basis for the design and research of shear wall in high-rise residential buildings.

关 键 词：超高层住宅 剪力墙 抗震性能化设计 弹性动力时程分析 

分 类 号：TU313[建筑科学—结构工程]