| 引用本文: | 李岩,陈彦江,黄新艺.大跨异形钢管混凝土拱桥车载冲击效应分析[J].哈尔滨工业大学学报,2010,42(1):109.DOI:10.11918/j.issn.0367-6234.2010.01.026 |
| LI Yan,CHEN Yan-jiang,HUANG Xin-yi.Impact effect study on long-span irregular concrete filled steel tube arch bridge under moving vehicles[J].Journal of Harbin Institute of Technology,2010,42(1):109.DOI:10.11918/j.issn.0367-6234.2010.01.026 |
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| 摘要: |
| 大跨度异形钢管混凝土拱桥的复杂造型使其结构动力特性极为特殊,车辆激励引起的桥梁振动十分复杂.为研究该类桥梁车辆冲击效应的特点和规律,以在建的长春市伊通河大桥为对象,应用自编的车桥耦合振动分析程序,对该桥进行了车桥耦合振动响应分析.从理论上分析了路面粗糙度、车速、结构阻尼对桥梁主梁、拱肋挠度和吊杆索力冲击效应的影响.结果表明:路面不平度对多拱肋异型拱桥振动响应的影响十分显著,维持路面平整可有效降低冲击系数;行车速度对冲击效应的影响与发生的卓越振动振型密切相关,并不一直随车速成正比增大;结构阻尼值在规范给定范围内变动时,对冲击系数影响不明显,设计中可偏安全地取阻尼比为0.5%.研究给出了该桥各主要构件的设计冲击系数取值的参考范围. |
| 关键词: 桥梁工程 异形钢管混凝土拱桥 车桥振动 动力分析 冲击效应 |
| DOI：10.11918/j.issn.0367-6234.2010.01.026 |
| 分类号:U448.22 |
| 基金项目:国家自然科学基金资助项目(50678051);黑龙江省教育厅科技项目(11531296) |
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| Impact effect study on long-span irregular concrete filled steel tube arch bridge under moving vehicles |
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LI Yan1,2, CHEN Yan-jiang3, HUANG Xin-yi4
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1.School of Transportation Science and Engineering,Harbin Institute of Technology,Harbin 150090,China;2.Postdoctoral Station of Mechanics,Harbin Institute of Technology,Harbin 150090,China;3.College of Architecture Engineering,Beijing University of Technology,Beijing 100124,China;4.College of Architecture Engineering,Fuzhou University,Fuzhou 350108,China
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| Abstract: |
| In order to research the impact effect characteristic of a long-span irregular CFST arch bridge,the dynamic response analysis on the interaction of vehicle and bridge was carried out by the self-compiling computing program for the Yitong River bridge under construction in Changchun city.The influence of road surface roughness,vehicle speed and damping on impact effect of bridge was analyzed by theory.Results show that the effect of road surface roughness on vibration response of the irregular arc bridge is significant,keeping good roughness level will decrease impact factors.The influence of vehicle speed on impact effect is related with the primary modes of response,and hence increasing vehicle speed may not increase impact factors.Damping ratio of the structure does not affect impact factors significantly when it is changed in a given scope by specification,and damping ratio of 5% can be used in the design for security.Moreover,reference values of impact factors of the bridge are given in the study. |
| Key words: bridge engineering irregular concrete filled steel tube(CFST) arch bridge vehicle-bridge vibration dynamic analysis impact effect |
