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天兴洲公铁两用斜拉桥主梁纵向地震、列车制动及行车移动荷载响应的混合控制
引用本文:秦顺全,瞿伟廉.天兴洲公铁两用斜拉桥主梁纵向地震、列车制动及行车移动荷载响应的混合控制[J].桥梁建设,2008(4).
作者姓名:秦顺全  瞿伟廉
作者单位:1. 中铁大桥局集团有限公司,湖北,武汉,430050
2. 武汉理工大学道路桥梁与结构工程湖北省重点实验室,湖北,武汉,430070
摘    要:针对天兴洲公铁两用斜拉桥提出"MR阻尼器 液体粘滞阻尼器"的混合控制方案,并建立了对该桥主梁纵向地震、列车制动和行车移动荷载响应混合控制的基本方程、控制策略和仿真分析方法,分析结果表明采用该混合控制方案能有效地抑制大桥主梁纵向地震、列车制动及行车移动荷载的振动响应.

关 键 词:铁路与公路两用桥  斜拉桥  地震  列车制动  MR阻尼器  振动控制

Hybrid Control of Longitudinal Vibration Responses in Deck of Tianxingzhou Rail-cum-Road Cable-Stayed Bridge Caused by Earthquake,Train Braking and Vehicle Moving Loads
QIN Shun-quan,QU Wei-lian.Hybrid Control of Longitudinal Vibration Responses in Deck of Tianxingzhou Rail-cum-Road Cable-Stayed Bridge Caused by Earthquake,Train Braking and Vehicle Moving Loads[J].Bridge Construction,2008(4).
Authors:QIN Shun-quan  QU Wei-lian
Institution:QIN Shun-quan1,QU Wei-lian2(1.China Zhongtie Major Bridge Engineering Group Co.,Ltd.,Wuhan 430050,China,2.Key Laboratory of Roadway Bridge , Structural Engineering of HubeiProvince,Wuhan University of Technology,Wuhan 430070,China)
Abstract:In the light of the situations of Tianxingzhou Rail-cum-Road Cable-Stayed Bridge,this paper puts forward a hybrid control scheme of magneto-rheological(MR) dampers plus fluid viscous dampers and specifically establishes the basic equations,control strategy and simulation analysis method for the control of the longitudinal vibration responses in deck of the Birdge caused by earthquake,train braking and vehicle moving loads.The results of analysis demonstrate that the utilization of the hybrid control scheme ...
Keywords:rail-cum-road bridge  cable-stayed bridge  earthquake  train braking  MR damper  vibration control  
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