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单拱肋外倾式钢管混凝土拱桥动力特性分析
Dynamic Characteriscs Analysis of Extroversion CFST Arch Bridge with Single Rib
【摘要】 章江大桥为国内少有的单拱肋外倾式钢管混凝土拱桥.通过建立ANSYS空间有限元模型来计算分析其自振频率和振型,着重研究主拱肋核心混凝土标号、稳定拱肋外倾角度、横撑与斜撑布置形式以及拱肋与桥面联结区刚度等结构参数对结构动力特性的影响.
【Abstract】 As a few extroversion CFST arch bridge with single rib in China,Zhangjiang Bridge is taken as an example to calculate natural frequencies and mode shapes by establishing a spatial FEA model of ANSYS software.And the influences of central concrete grade of main arch rib,outward angle of balance arch,form of flying shore and raking shore and the jointing stiffness of arch rib and deck on dynamic characteristics of mian arch are researched.The results have certain reference value for other same bridges.
【关键词】 单拱肋;
外倾式;
钢管混凝土拱桥;
动力特性;
【Key words】 single rib; extroversion; CFST arch bridge; dynamic characteristics;
【Key words】 single rib; extroversion; CFST arch bridge; dynamic characteristics;
- 【文献出处】 武汉理工大学学报(交通科学与工程版) ,Journal of Wuhan University of Technology(Transportation Science & Engineering) , 编辑部邮箱 ,2012年05期
- 【分类号】U441
- 【被引频次】14
- 【下载频次】99