黑龙江八一农垦大学学报2012，Vol.24Issue(6)：13-15,3.
基于ETABS结构分析软件的框架结构耗能减震分析
Analysis of Frame Structure with Energy Dissipation Devices Based on ETABS
张荣花 1孙建刚 2郭巍 1王伟玲3
作者信息
- 1. 黑龙江八一农垦大学工程学院,大庆163319
- 2. 大连民族学院土木建筑工程学院
- 3. 河北建材职业技术学院
- 折叠
摘要
Abstract
In order to research energy dissipation and earthquake mitigation effect of Viscous dampers in high-rise building, elastoplastic time history analysis of a high-rise isolated structure based on ETABS finite element analysis program was implemented under imput of intensity 7 earthquake. Earthquake response analysis of structures showed the displacement, inter-story displacement angle, story shear of structure was reduced under the statement of adding viscous dampers. Viscous dampers achieved the function of reducing earthquake response.关键词
框架结构/耗能减震/ETABS/时程分析/粘滞阻尼器Key words
frame structure/energy dissipation and earthquake mitigation/ETABS/time history analysis/viscous dampers分类
建筑与水利引用本文复制引用
张荣花,孙建刚,郭巍,王伟玲..基于ETABS结构分析软件的框架结构耗能减震分析[J].黑龙江八一农垦大学学报,2012,24(6):13-15,3.
