# [1]刘广波,周星德,石星星,等.车-桥耦合系统MTMD振动控制参数研究[J].郑州大学学报(工学版),2012,33(06):64-67.[doi:10.3969/j.issn.1671-6833.2012.06.015] 　LIU Guangbo,ZHOU Xingde,SHI Xing-xing,et al.Research on MTMD Vibration Control Parameters in Vehicle-Bridge Coupled System[J].Journal of Zhengzhou University (Engineering Science),2012,33(06):64-67.[doi:10.3969/j.issn.1671-6833.2012.06.015] 点击复制 车-桥耦合系统MTMD振动控制参数研究() 分享到： var jiathis_config = { data_track_clickback: true };

33卷

2012年06期

64-67

2012-11-10

## 文章信息/Info

Title:
Research on MTMD Vibration Control Parameters in Vehicle-Bridge Coupled System

Author(s):
1. College of Mechanics and Materials, Hohai University, Nanjing 210098, China; 2. College of Civil Engineering and Transportation Engineering,Hohai University,Nanjing 210098,China

Keywords:

U24
DOI:
10.3969/j.issn.1671-6833.2012.06.015

Abstract:
In this paper,a continuous beam model of Vehicle-Bridge Coupled System ( VBCS) is built and thevibration control of VBCS is studied with Multiple Tuned Mass Dampers ( MTMD). In combination with the a-nalysis impact of modal number on simulating calculation, this paper gives the considered modal number insimulating calculation, and greatly reduces the calculation effort on the basis of ensuring the accuracy of calculation. Considering the weak torsion stiffness of the present new high-speed railway bridge, this paper analysesthe torsion vibration effect of the high-speed railway bridge. And the results show that the torsion vibration hasa great impact on the bridge under the high-speed train loads. Finally, the MTMD) arrangement and parameterdesign have been improved.

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