节点文献

地震作用下偏心结构最优ATMD控制的冲程评价

STROKE ESTIMATION OF THE OPTIMUM ACTIVE TUNED MASS DAMPER FOR ECCENTRIC STRUCTURE UNDER EARTHQUAKE

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 李春祥韩兵康张丽卿

【Author】 LI Chun-xiang1,HAN Bing-kang2,ZHANG Li-qing3(1.Department of Civil Engineering,Shanghai University,Shanghai 200072;2.Department of Building Engineering,Tongji University,Shanghai 200092;3.Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200030)

【机构】 上海大学土木工程系同济大学建筑工程系上海交通大学土木工程系 上海200072上海200092上海200030

【摘要】 评价了偏心结构主动调谐质量阻尼器(ATMD)减震时的冲程。基于建立的地震地面运动模型下偏心结构动力方程及其状态空间方程,ATMD最优参数的评价准则定义为设置ATMD结构的最大位移动力放大系数的最小值的最小化。ATMD有效性评价准则定义为设置ATMD结构的最大位移动力放大系数的最小值的最小化与未设置ATMD结构的最大位移动力放大系数之比。ATMD冲程的评价准则定义为:ATMD相对位移的最大位移动力放大系数。使用定义的评价准则,首先获得ATMD的最优参数,进而评价ATMD的冲程。

【Abstract】 Evaluation has been made on the stroke of active tuned mass dampers(ATMD)for eccentric structure under earthquake.Based on the developed dynamic equations and the corresponding space-state equations of eccentric structure with ATMD,the criterion used for estimating the ATMD optimum parameters is defined as the minimization of minimum values of maximum displacement dynamic magnification factors of eccentric structure with ATMD.The criterion used to evaluate the effectiveness of ATMD is the ratio of the minimum of minimum values of maximum displacement dynamic magnification factors of structure with ATMD to that without ATMD.Evaluation criterion for the stroke of ATMD is selected as the maximum dynamic magnification factor of its relative displacement to the structure.The ATMD optimum parameters may be obtained first and then,the evaluation is carried out on the stroke of ATMD.

【基金】 上海市教委资助项目(No.212652)
  • 【文献出处】 振动与冲击 ,Journal of Vibration and Shock , 编辑部邮箱 ,2007年06期
  • 【分类号】TU311.3
  • 【被引频次】8
  • 【下载频次】133
节点文献中: 

本文链接的文献网络图示:

本文的引文网络