期刊文献+

某观光塔风致振动调谐质量阻尼控制分析 被引量:5

Investigation on wind-induced vibration control of one sightseeing tower installed with tuned mass damper(TMD)
原文传递
导出
摘要 高耸柔性结构在风荷载作用下易产生较大的振动加速度和变形,随着其在工程中的广泛应用,对高耸结构进行结构风致振动控制以提高其舒适度显得极其重要。针对某旅游观光塔进行风振响应分析,并以塔中的消防水箱作为调谐质量阻尼器系统(TMD)的惯性质量,进行了TMD风致振动控制设计及其振动控制分析。研究结果表明,所设计的悬挂式TMD控制系统可以有效减小顺风向结构风致响应,从而显著提高观光塔的舒适度,并对结构的基底剪力、倾覆力矩、顶部位移等均有较好的控制效果;同时对观光塔横风向风振进行初步验算,判定其不会发生大幅值的涡激振动现象。 Due to flexibility of high-rise building subjected to wind excitation,large acceleration and deformation would easily occur. With the increasing of the high-rise building application in engineering,it is important to reduce the vibration and increase the comfortable degree of the high-rise building induced by wind. Numerical analysis on vibration responds of one sightseeing tower was conducted. On the basis of the analysis results and utilizing the fire water tank as the mass block,the tune mass damper(TMD) was designed to mitigate the vibration and investigation on wind-induced vibration control of the sightseeing tower installed with TMD was carried on. The investigation indicated that the designed suspended TMD could effective reduce the vibration respond induced by along-wind and improve the comfortablity of the sightseeing tower. Moreover,the base shear force,overturning moment and top displacement could be decreased effectively by installing with the designed TMD. In addition,the vibration of the tower subjected to across-wind excitation was calculated to demonstrate that the vortex-induced vibration with large amplitude could not be happened for the sightseeing tower.
出处 《建筑结构》 CSCD 北大核心 2016年第S2期338-342,共5页 Building Structure
关键词 高耸柔性结构 风振控制 调谐质量阻尼器 舒适度 high-rise building vibration control of building subjected to wind exciting tuned mass damper comfortable degree
  • 相关文献

参考文献2

二级参考文献12

  • 1李爱群,瞿伟廉,程文.南京电视塔风振的混合振动控制研究[J].建筑结构学报,1996,17(3):9-17. 被引量:22
  • 2R.W.克拉夫 彭津.结构动力学[M].科学出版社,1981..
  • 3东南大学,国家广电总局设计院和香港理工大学.合肥电视塔风振控制研究报告Ⅱ.,1999;9..
  • 4何建,蒋培铭.合肥翡翠电视塔简介.高塔技术会议,北京,1996年6月
  • 5强志强.合肥电视塔TMD频域和时域的风振控制研究.东南大学硕士论文,2000年3月
  • 6东南大学,国家广电总局设计院和香港理工大学.合肥电视塔风振控制研究报告Ⅰ(1999.5)、Ⅱ(1999.9)
  • 7程梅笑.多维人造脉动风的模拟及P-TMD对高耸结构风振控制的研究.东南大学硕士论文1992.3
  • 8瞿伟廉,李桂青,梁枢果.矩形塔式高层建筑满足人舒适要求的三维抗风设计[J]建筑结构学报,1989(04).
  • 9瞿伟廉,李桂青.自立式高耸结构抗风可靠性分析的改进方法[J]建筑结构学报,1988(05).
  • 10李桂青,曹宏.高耸结构在风荷载作用下的动力可靠性分析[J]土木工程学报,1987(01).

共引文献8

同被引文献44

引证文献5

二级引证文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部