IMECH-IR  > 力学所知识产出(1956-2008)
32m跨简支铁路桥梁横向振动的研究分析
Alternative TitleResearch on Horizontal Vibration of 32 m Span Simply Supported Railroad Bridges
刘文峰; 宿健; 何玉珊; 柳春图; 应怀樵
Source Publication振动、测试与诊断
2004-01-30
Volume24Issue:1Pages:57-60
ISSN1004-6801
Abstract基于频谱的概念,考虑列车行车的水平载荷的性质以及桥梁自振特性,通过理论分析以及实际的测试数据,得到32 m跨度的简支混凝土桥梁在行车时的振动情况,对结果进行了详细分析。提出32 m跨度桥梁的横向振动主要由桥墩的自振特性控制。最后,就避免铁路桥梁行车时的共振现象进行了初步分析,提出了可行的解决方案。
Keyword铁路桥梁 柔性桥墩 模态识别 横向振动
Indexed ByCSCD
Language中文
CSCD IDCSCD:1844175
Citation statistics
Cited Times:4[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/42178
Collection力学所知识产出(1956-2008)
Corresponding Author刘文峰
Recommended Citation
GB/T 7714
刘文峰,宿健,何玉珊,等. 32m跨简支铁路桥梁横向振动的研究分析[J]. 振动、测试与诊断,2004,24(1):57-60.
APA 刘文峰,宿健,何玉珊,柳春图,&应怀樵.(2004).32m跨简支铁路桥梁横向振动的研究分析.振动、测试与诊断,24(1),57-60.
MLA 刘文峰,et al."32m跨简支铁路桥梁横向振动的研究分析".振动、测试与诊断 24.1(2004):57-60.
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