| 薄弱层设置耗能阻尼器支撑的钢框架模型振动台试验 |
| |
| 引用本文： | 陈灿,徐伟.薄弱层设置耗能阻尼器支撑的钢框架模型振动台试验[J].世界地震工程,2006,22(4):121-126. |
| |
| 作者姓名： | 陈灿 徐伟 |
| |
| 作者单位： | 同济大学,建筑工程系,上海,200092 |
| |
| 摘 要： | 设计制作了一个五层钢框架模型,在其第一层、第三层和第五层薄弱层分别设置摩擦阻尼器、粘弹性阻尼器和粘弹性-摩擦阻尼器等三种耗能阻尼器支撑,进行了罕遇地震和多遇地震下的振动台试验。试验结果表明,耗能阻尼器支撑能够有效地控制结构的地震反应。
|
| 关 键 词： | 薄弱层 耗能阻尼器支撑 振动台试验 |
| 文章编号： | 1007-6069(2006)04-0121-06 |
| 收稿时间： | 2006-05-16 |
| 修稿时间： | 2006-08-23 |
Earthquake simulation tests on a weak-layer steel frame equipped with EDD |
| |
| CHEN Can,XU Wei.Earthquake simulation tests on a weak-layer steel frame equipped with EDD[J].World Information On Earthquake Engineering,2006,22(4):121-126. |
| |
| Authors: | CHEN Can XU Wei |
| |
| Institution: | Department of Building Engineering, Tongji University, Shanghai 200092, China |
| |
| Abstract: | In this paper,a five-story steel-frame model is designed and constructed,which is added three types of energy-dissipation dampers(EDD) in its weak layers,namely friction damper,viscoelastic damper and friction-viscoelastic damper.Shaking table tests of the steel frame model simulating the freguent and the rare earthquakes are conducted.The tested results show that the EDDs are effective in attenuating seismic response of the frame model. |
| |
| Keywords: | weak layer energy-dissipation damper shaking table test |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
