摘要
针对某超限高层框支剪力墙结构进行减震分析,比较了在常遇和罕遇地震下阻尼器的减震性能,并使用ETABS和ABAQUS软件进行包含阻尼单元的整体动力弹塑性分析,初步分析结果表明阻尼器的减震效果是明显的,分析方法可供设计人员参考。
The following paper carries out shock absorbing analysis of a certain overrun high-rise frame-supported shear wall structure, compares the shock absorbing performance of damper Under the condition of being frequently suffered from earthquakes with that under the condition of being rarely suffered from earthquakes, carries out integrated dynamic and elastic-plastic analysis containing damper unit by using ETABS and ABAQUS software, and shows by analyzing results that the shock absorbing effect of damper is Obvious, which to offer a reference for designers.
出处
《山西建筑》
2008年第9期92-93,共2页
Shanxi Architecture
关键词
减震分析
框支剪力墙结构
阻尼器
弹塑性分析
shock absorbing analysis, frame-supported shear wall structure, damper, elastic-plastic analysis
