某高位转换部分框支剪力墙结构弹塑性时程分析  

Elastoplastic Time-history Analysis of Frame-Supported Shear wall Structure in a Certain High-level Transition

作　　者：林泳 Lin Yong

机构地区：[1]广东省建筑设计研究院有限公司,广州510010

出　　处：《建筑技术开发》2021年第11期18-19,共2页Building Technology Development

摘　　要：采用SAUSAGE软件对某高位转换部分框支剪力墙结构进行罕遇地震下性能评估,从层间位移角、楼层剪力、构件损伤等方面进行了性能化分析。结果表明本结构满足设定性能目标,同时也指出薄弱部位,提出加强措施建议。The SAUSAGE software is used to evaluate the performance of a frame-supported shear wall structure of a high-level transition part under rare earthquakes;performance analysis is carried out from the aspects of inter-story displacement angle,floor shear,and component damage.The results show that the structure meets the set performance goals,but also points out the weak points,and puts forward suggestions for strengthening measures.

关 键 词：超高层结构 高位转换 部分框支剪力墙 SAUSAGE 弹塑性时程分析 

分 类 号：TU973.16[建筑科学—结构工程]