自适应TMD减振性能试验
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

TU311.3; TU317; TH12

基金项目:

(国家自然科学基金资助项目(51478361)


An Adaptive-Passive Tuned Mass Damper System
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    (1.??????????? 同济大学结构防灾减灾工程系 上海,200092)(2.上海市房地产科学研究院 上海,200031)

    Abstract:

    Tuned mass damper (TMD) in the engineering application is sensitive to a frequency which is difficult to adjust. In light of this problem, this paper proposes an adaptive-passive TMD. It includes, besides the damper, the variable mass, spring, servo control system, and driving system. The servo control system consists of an acceleration sensor and a single chip computer circuit board which is used to receive the structural acceleration sensor signals under ambient excitation. The short-time Fourier transform (STFT) is used to identify the first order natural frequency of the structure and adaptively change the quality of the TMD to adjust the frequency of TMD and recognize the frequency of the main structure. The feasibility, reliability, and validity of the adaptive-passive TMD are verified by the pedestrian bridge model test. The experimental results show that the adaptive-passive TMD can accurately identify the vertical vibration frequency of the model structure and retune its frequency to the same frequency. Freedom vibration tests and forced vibration tests show that compared with the mistuned TMD, the retuned TMD can improve the equivalent damping ratio of the pedestrian model, and reduce the peak acceleration response and root-mean-square (RMS) values.

    参考文献
    相似文献
    引证文献
引用本文
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2019-08-26
  • 出版日期:
您是第位访问者
振动、测试与诊断 ® 2024 版权所有
技术支持:北京勤云科技发展有限公司