| 箱梁悬臂板局部振动特性及其对列车走行性影响 |
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| 引用本文： | 李奇,吴定俊,邵长宇. 箱梁悬臂板局部振动特性及其对列车走行性影响[J]. 中国铁道科学, 2011, 32(1) |
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| 作者姓名： | 李奇 吴定俊 邵长宇 |
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| 作者单位： | 1. 同济大学桥梁工程系,上海,200092
2. 上海市政工程设计研究总院,上海,200092 |
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| 基金项目： | 国家自然科学基金资助项目(50908178); 上海市优秀学科带头人计划支持项目(07XD14204) |
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| 摘 要： | 以上海长江大桥引桥为背景,运用基于模态叠加的车桥耦合振动分析方法,研究箱梁悬臂板在列车作用下的局部振动特性及其对列车走行性的影响。研究结果表明:实体有限元箱梁模型能反映传统杆系有限元模型不能考虑的悬臂板局部振动响应,而且杆系有限元模型的计算结果低估了车桥振动响应;采用钢管加劲撑或者防撞护栏加强措施对悬臂板的局部刚度均有一定的提高,但防撞护栏措施比钢管加劲撑措施更利于行车安全;当悬臂板自振频率较低而列车车速较高时,可能产生显著的悬臂板局部共振响应;一般箱梁悬臂板上可以适合车速较低的城市轨道交通列车运行,但不能满足高速列车正常行驶要求。
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| 关 键 词： | 混凝土箱梁 悬臂板 局部振动 共振 轨道交通 车桥耦合振动 |
The Local Vibration of the Box Girder Cantilever Plate and Its Influence on the Train Running Performance |
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| LI Qi,WU Dingjun,SHAO Changyu. The Local Vibration of the Box Girder Cantilever Plate and Its Influence on the Train Running Performance[J]. China Railway Science, 2011, 32(1) |
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| Authors: | LI Qi WU Dingjun SHAO Changyu |
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| Affiliation: | LI Qi1,WU Dingjun1,SHAO Changyu2(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China,2.Shanghai Municipal Engineering Design General Institute,China) |
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| Abstract: | A mode superposition based train-bridge dynamic interaction analysis method was proposed and applied to study the local vibration of a box girder cantilever plate under the action of train and its influence on the ride quality of the train passing through it.The box girder bridge approaches of Shanghai Yangtze' River Bridge was selected to conduct the case study.The calculation results show that the box girder model with the solid finite element box girder model could reflect the local vibration responses o... |
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| Keywords: | Concrete box girder Cantilever plate Local vibration Resonance Rail transit Vehicle-bridge dynamic interaction |
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