• 主题
高级搜索  >
历史搜索 清空历史
首页> 美国政府科技报告 >Seismic Response of a 2/5 Scale Steel Structure with Added Viscoelastic Dampers
【24h】

Seismic Response of a 2/5 Scale Steel Structure with Added Viscoelastic Dampers

机译：添加粘弹性阻尼器的2/5比例钢结构的地震响应

获取原文
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Seismic response characteristics of a 2/5 scale steel frame structure with added viscoelastic dampers are studied experimentally. The major emphasis is placed on the ambient temperature effect. While seismic response of a structure can be significantly improved with added dampers, their degree of effectiveness depends on the surrounding temperature within which they operate. Results also show that, even at very high temperatures, the viscoelastically damped structure can still achieve a significant reduction of structural response as compared to the case with no dampers added. The design of viscoelastic dampers, taking into account the ambient temperature, is addressed. Empirical equations are established based on regression analysis using data obtained from component tests of the dampers. These equations can satisfactorily estimate the dynamic properties of dampers under various ambient temperatures, excitation frequencies and deformations. Numerical simulations on equivalent structural damping and structural response under various ambient temperatures are also carried out. It is demonstrated that the dynamic behavior of structures with added viscoelastic dampers can be satisfactorily predicted by existing analytical tools.

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号