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下承式钢管混凝土拱桥自振特性研究
引用本文:刘伯栋,张观众.下承式钢管混凝土拱桥自振特性研究[J].水利与建筑工程学报,2011,9(4):133-137.
作者姓名:刘伯栋  张观众
作者单位:1. 杨凌职业技术学院,陕西杨凌,712100
2. 河南六建建筑集团公司,河南洛阳,471100
摘    要:为了对钢管混凝土拱桥进行结构优化,利用有限元通用软件ANSYS,对一座下承式钢管混凝土拱桥进行了自振特性分析。文章通过变换拱桥的矢跨比和横撑形式,来讨论了它们对结构自振特性的影响。分析发现该拱桥的振动主要有拱肋的面外横向振动、桥跨结构整体竖向振动和桥跨结构扭转振动;矢跨比对拱桥结构自振频率影响比较小;"K"形、"米"字...

关 键 词:下承式钢管混凝土拱桥  自振特性  矢跨比  横撑

Study on Self-vibration Characteristics of Under-supported Concrete-filled Steel Tube Arch Bridge
LIU Bo-dong,ZHANG Guan-zhong.Study on Self-vibration Characteristics of Under-supported Concrete-filled Steel Tube Arch Bridge[J].Journal of Water Resources Architectural Engineering,2011,9(4):133-137.
Authors:LIU Bo-dong  ZHANG Guan-zhong
Affiliation:LIU Bo-dong1,ZHANG Guan-zhong2(1.Yangling Vocational & Technical College,Yangling,Shaanxi 712100,China,2.He'nan Sixth Architectural Engineering Group Company,Luoyang,He'nan 471000,China)
Abstract:In order to optimize the concrete-filled steel tube arch bridge,the general finite element software ANSYS is used to analyze the self-vibration characteristics of a under-supported concrete-filled steel tube arch bridge.Through transforming the rise-span ratios of the arch bridge and forms of horizontal support,their influence on self-vibration characteristics is discussed in detail.It is found from analyses that the vibrations of the arch are main the transverse vibration outside the plane of ribs,the vert...
Keywords:under-supported concrete-filled steel tube arch bridge  self-vibration characteristics  rise-to-span ratio  horizontal support  
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