节点文献

中承式桁架拱桥节段模型风洞试验研究

Wind tunnel test of segmental models of half-through truss arch bridges

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 敖文刚; 晏致涛; 王承启;

【Author】 AO Wen-gang1,2,YAN Zhi-tao1,WANG Cheng-qi1(1.College of Civil Engineering,Chongqing University,Chongqing 400030;2.School of Mechanical and Packaging Engineering,Chongqing Technology and Business University,Chongqing 400067,China)

【机构】 重庆大学土木工程学院; 重庆大学土木工程学院 重庆400045; 重庆工商大学机械包装工程学院; 重庆400067; 重庆400045;

【摘要】 通过重庆朝天门长江大桥的节段模型静力试验和动力试验,获得了主梁及主拱的静力三分力系数随攻角的变化规律、主梁的颤振特性,识别了主梁的8个颤振导数,并对试验获得的结果进行了详细分析;对该桥的主梁和主拱结构的抗风性能进行了评价。

【Abstract】 Based on static dynamic force test of segmental models of Chongqing Chaotianmen Bridge,dynamic force test,the varying law of the coefficients of three-dimensional static component forces with the changing of attack angles and properties of main girder and main arch,and flutter property of main girder are obtained,and eight flutter derivatives of main girder are recognized.The results from the experiments are,in detail,analyzed.The anti-wind property of main girder and main arch is evaluated.

  • 【文献出处】 重庆工商大学学报(自然科学版) ,Journal of Chongqing Technology and Business University(Natural Science Edition) , 编辑部邮箱 ,2007年05期
  • 【分类号】U446.1
  • 【被引频次】3
  • 【下载频次】136
节点文献中: