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常州东经120主题公园景观塔TMD风振控制分析
引用本文:顾志清,王曙光,杜东升,胡宏. 常州东经120主题公园景观塔TMD风振控制分析[J]. 南京工业大学学报(自然科学版), 2011, 33(5): 55-59. DOI: 10.3969/j.issn.1671-7627.2011.05.011
作者姓名:顾志清  王曙光  杜东升  胡宏
作者单位:1. 江苏筑森建筑设计有限公司,江苏,常州,213022
2. 南京工业大学土木工程学院,江苏,南京,210009
基金项目:国家自然科学基金重大研究计划资助项目(90815017);国家自然科学基金资助项目(50908115、50608039)
摘    要:针对常州东经120主题公园景观塔(摩天轮)这一特殊的高耸结构为对象,研究调频质量阻尼器(TMD)系统风振响应控制效果。根据结构的自振特性,考虑TMD系统结构质量比为0.010、0.015和0.020时的情况进行设计,综合考虑工程使用了质量比为0.010的16个TMD系统,SPA2000三维模型分析表明工程设计的TMD系统在风作用下可以有效地发挥减振作用,在风速26.8和13 m/s的作用下结构顶点加速度的减振率分别可以达到30%和34%。

关 键 词:高耸结构  TMD系统  风振控制  有限元

TMD control for wind induced vibration of Changzhou E120 theme park landscape tower
GU Zhiqing,WANG Shuguang,DU Dongsheng,HU Hong. TMD control for wind induced vibration of Changzhou E120 theme park landscape tower[J]. Journal of Nanjing University of Technology, 2011, 33(5): 55-59. DOI: 10.3969/j.issn.1671-7627.2011.05.011
Authors:GU Zhiqing  WANG Shuguang  DU Dongsheng  HU Hong
Affiliation:1(1.Jiangsu Century Architecture Design Co.,Ltd.,Changzhou 213022,China; 2.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China)
Abstract:Wind-induced response control effect of the tuned mass damper(TMD) system on a landscape tower in Changzhou E120 theme park was studied.According to the vibration characteristics of the structure,it was designed with 0.010,0.015 and 0.020,of mass ratio of TMD system and the structure simultaneity 16 TMD system was considered,and its total mass ratio was more than 0.010.The computing results of SAP2000 showed that the TMD system of the project in wind had the damping effect.Under conditions the cases of 26.8 and 13 m/s of the wind,the peak accelerations were reduced by 30% and 34%.
Keywords:high-rise structure  TMD system  wind induced vibration control  finite element
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