Mitigation of wind-induced response of Shanghai Center Tower by tuned mass damper

被引:65
|
作者
Lu, Xilin [1 ]
Chen, Junru [1 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
来源
关键词
D O I
10.1002/tal.659
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With a height of 632 m, the Shanghai Center Tower, located in Lujiazui district of Shanghai, will be the highest building in China. A tuned mass damper (TMD) system will be set in the upper part of the tower to control the structural wind-induced response. A brief description of fluctuating wind speed simulation is given first. Secondly, analysis of along-wind response of the Shanghai Center Tower was carried out in frequency domain and time domain, through which the wind-induced vibrating comfort of the Shanghai Center Tower and the TMD control performance can be evaluated. Then, the approach that a TMD is installed in the upper part of structure to control the structural wind-induced response and to increase resident comfort of super high-rise building proves to be effective through the analysis results. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:435 / 452
页数:18
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