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半穿武钢桁梁桥横向振动TMD阻尼减振研究
引用本文:王淼 顾萍. 半穿武钢桁梁桥横向振动TMD阻尼减振研究[J]. 石家庄铁道学院学报, 2006, 19(1): 14-17
作者姓名:王淼 顾萍
作者单位:同济大学桥梁工程系,上海200092
基金项目:铁道部科技发展基金项目(J20002152)
摘    要:针对我国既有铁路常见的半穿式钢桁粱桥的振动特性,建立了车-桥-TMD系统耦合振动方程,对采用多点调频质量阻尼器抑制既有铁路钢桁梁桥横向振动的阻尼减振方案进行了仿真计算。结果表明:TMD能有效的抑制铁路半穿式铁路钢桁梁桥的横向振动。

关 键 词:半穿式钢桁梁桥 横向振动 TMD 阻尼减振
文章编号:1006-3226(2006)01-0014-04
收稿时间:2005-10-10
修稿时间:2005-10-10

Damping Suppression of Vibration for Half-through Steel Truss Bridges Using TMD
Wang Miao, Gu Ping. Damping Suppression of Vibration for Half-through Steel Truss Bridges Using TMD[J]. Journal of Shijiazhuang Railway Institute, 2006, 19(1): 14-17
Authors:Wang Miao   Gu Ping
Affiliation:Dept. of Bridge Engineering, Tongji University, Shanghai 200092, China
Abstract:Based on the vibration characteristics of the existing half - through steel truss bridges, this paper establishes equations for the lateral vibration of the Bridge - Vehicle - MTMD coupling system. A plan is developed to control the lateral vibration amplitude of the lower chord at the mid - span of a steel bridge with the FM mass dampers. The feasibility of the lateral vibration suppression is analyzed using the simulation program. The results show that the damping effects of the TMD on the suppression of vibration for half - through steel truss bridges are significant.
Keywords:half-through steel truss bridge   lateral vibration   TMD   vibration suppression
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