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中承式钢管混凝土拱桥自振特性分析
Analysis of Autooscillation Property of Half-Through Arch Bridge of Steel-Piped Concrete
【摘要】 利用大型通用有限元程序建立了某中承式钢管混凝土拱桥的三维空间有限元模型,计算了该桥梁结构的自振频率和振型,计算结果可为该桥的设计、施工以及使用阶段的健康检测和维护提供技术参数和依据。
【Abstract】 Three dimentional space finite element model for a half-through arch bridge of steelpiped concrete has been established by current finite element program in large-scale for calculating the autooscillation frequency and the autooscillation type.Calculated results would offer technical parameters and basises for design,construction,health detection and safeguarding a service stage of present bridge.
- 【文献出处】 北方交通 ,Northern Communications , 编辑部邮箱 ,2007年10期
- 【分类号】U448.22;U441.3
- 【被引频次】2
- 【下载频次】45