...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Mechanical systems and signal processing >Structural modification formula and iterative design method using multiple tuned mass dampers for structures subjected to moving loads
【24h】

Structural modification formula and iterative design method using multiple tuned mass dampers for structures subjected to moving loads

机译：荷载作用下结构的多重调谐质量阻尼器的结构修正公式及迭代设计方法

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Passive vibration control based on multiple tuned mass dampers is widely used in structural dynamics. They consist of a series of single tuned mass dampers with closely spaced frequencies attached to a primary structure and have the advantage of a wider effective frequency band. In this paper an iterative design method based on updating the receptances of a primary structure by controlled modifications introduced at every step by an individual tuned mass damper is proposed. There are some similarities between this method and the system control theory which allow the modifications to be represented as feedback elements. The implementation of the method is based on an approximate modification formula which is proposed and applied to continuous structures modelled as Euler-Bernoulli beams. The method is exemplified and used to improve the vibration response of a bridge-like structure induced by a train of masses moving independently at random speeds in the same direction.
机译：基于多重调谐质量阻尼器的被动振动控制已广泛用于结构动力学中。它们由一系列单调谐质量阻尼器组成，这些阻尼器具有紧密间隔的频率并附着在主要结构上，并具有有效频带更宽的优点。在本文中，提出了一种迭代设计方法，该方法基于通过单个调谐质量阻尼器在每个步骤引入的受控修改来更新主要结构的接受度。该方法与系统控制理论之间存在一些相似之处，可以将修改形式表示为反馈元素。该方法的实现基于提出的近似修正公式，并将其应用于建模为Euler-Bernoulli梁的连续结构。举例说明该方法，并使用该方法来改善由一列质量以随机速度沿相同方向独立运动的桥状结构引起的振动响应。

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