[1]张志强,李爱群,贾洪,等.粘滞流体阻尼器对电视塔的风振响应控制[J].东南大学学报(自然科学版),2007,37(6):1018-1022.[doi:10.3969/j.issn.1001-0505.2007.06.015]
 Zhang Zhiqiang,Li Aiqun,Jia Hong,et al.Wind-induced vibration control of TV tower with fluid viscous damper[J].Journal of Southeast University (Natural Science Edition),2007,37(6):1018-1022.[doi:10.3969/j.issn.1001-0505.2007.06.015]
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粘滞流体阻尼器对电视塔的风振响应控制()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
37
期数:
2007年第6期
页码:
1018-1022
栏目:
土木工程
出版日期:
2007-11-20

文章信息/Info

Title:
Wind-induced vibration control of TV tower with fluid viscous damper
作者:
张志强1 李爱群1 贾洪2 何建平3 王建磊3
1 东南大学土木工程学院, 南京 210096; 2 中铁建设集团有限公司, 北京 100040; 3 国家广电总局设计院, 北京 100045
Author(s):
Zhang Zhiqiang1 Li Aiqun1 Jia Hong2 He Jianping3 Wang Jianlei3
1 School of Civil Engineering, Southeast University, Nanjing 210096, China
2 Zhongtie Construction Group Co. Ltd, Beijing 100040,China
3 Design Institute, State Administration of Radio Film and TV, Beijing 100045,China
关键词:
高耸结构 风振响应 粘滞流体阻尼器 振动控制
Keywords:
high-rise structure wind-induced response fluid viscous damper vibration control
分类号:
TU311
DOI:
10.3969/j.issn.1001-0505.2007.06.015
摘要:
以合肥电视塔为工程背景,探讨了粘滞流体阻尼器对高耸电视塔在强风作用下风振响应的振动控制.按照随机振动理论,仿真得到了作用在电视塔上的19维互相关的人造脉动风压时程样本曲线,并利用时程样本进行了电视塔的风振响应分析; 建立了一种双模型的动力分析方法.对安置了粘滞流体阻尼器的合肥电视塔进行了控制分析; 以上塔楼的风振响应为优化目标,对阻尼器的参数进行了优化设计.研究表明,电视塔的风振响应峰值超过了规范的容许值,设置了粘滞流体阻尼器后电视塔的风振响应均有明显的减小,阻尼器消耗了大量的结构能量,采用最优阻尼参数使上塔楼加速度峰值响应下降了43.4%.
Abstract:
Hefei TV tower is taken as an analytical case to examine the control method with fluid viscous damper under the wind load fluctuation. Firstly, according to the random vibration theory, the effect of fluctuating wind on the tower can be modeled as 19-dimensional correlated random process, and the wind-induced vibration analysis of tower subjected to dynamic wind load were studied. On the basis of the other’s works, a bi-model dynamic model is proposed. Finally, a dynamic model is proposed to study the wind-induced vibration control analysis using viscous fluid dampers, and the optimal damper damping coefficient is obtained regarding the wind-induced response of upper turret as optimization objectives. Analysis results show that the maximum peak response of the tower under dynamic wind load is far beyond the allowable range of the code: the wind-induced responses and the wind vibration input energy of the tower are decreased greatly with fluid viscous damper, and the peak acceleration responses of the upper turret is reduced by 43.4%.

参考文献/References:

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备注/Memo

备注/Memo:
基金项目: 国家自然科学基金资助项目(59978009).
作者简介: 张志强(1969—),男,博士,副教授,zzq1969@seu.edu.cn.
更新日期/Last Update: 2007-11-20