带缝剪力墙结构实验楼抗震动力分析  

Seismic Dynamic Analysis On the Experiment Building with Slitted Shear Wall Structure

作　　者：李立军[1] 刘元珍[1] 

机构地区：[1]太原理工大学建筑工程学院,大原030024

出　　处：《太原理工大学学报》2011年第6期622-624,638,共4页Journal of Taiyuan University of Technology

基　　金：国家自然科学基金重点项目(20101402120007)

摘　　要：在运用有限元对新体系剪力墙进行抗震性能分析后,表明带缝剪力墙是一种抗震性能良好、承载力较高的结构体系。通过对这种新结构体系实验楼进行了结构抗震动力分析,将普通剪力墙体系与带缝剪力墙结构体系对比,得出结论,带缝剪力墙结构000在抗震性能上优于普通剪力墙结构体系。The sesmic performance analysis of the shear walls with new structural system by finite element method showed that slitted shear wall is a structural system with better sesmic performance and higher bearing capacity.The structural sesmic dynamic analysis on an experiment building with such new sturctural system and the comparison of slitted shear wall with common shear wall led to the conclusion that slitted shear wall is superior over common shear wall in sesmic performance.

关 键 词：带缝剪力墙 模态分析 抗震动力 

分 类 号：TU311.3[建筑科学—结构工程]