OPTIMIZATION OF TMD FOR SUPPRESSING BUFFETING RESPONSE OF LONG-SPAN BRIDGES

被引:34
作者
GU, M
XIANG, H
机构
[1] Department of Bridge Engineering, Tongji University, Shanghai, 200092
关键词
5;
D O I
10.1016/0167-6105(92)90146-2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A mathematical model is developed for optimizing the parameters of TMD (tuned mass damper) used for suppressing buffeting response of long-span bridges. The parameters of the TMD with which Nanpu Cable-Stayed Bridge under construction in Shanghai, China, is suggested to be equipped are calculated by using the computer program made by the authors based on the method.
引用
收藏
页码:1383 / 1392
页数:10
相关论文
共 5 条
[1]  
DAVENPORT AG, 1962, P I CIVIL ENG LONDON, P389
[2]  
GU M, 1991, P EASEC, V3, P1542
[3]  
MOBUTO J, 1988, J JCE OCT, P413
[4]  
SCANLAN RH, 1977, J STRUCT DIV-ASCE, V103, P1867
[5]  
1990, WIND RESISTANT DESIG