| 大跨度钢管混凝土拱桥的稳定与振动 |
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| 引用本文： | 彭卫,董熙强,杜时贵.大跨度钢管混凝土拱桥的稳定与振动[J].金华职业技术学院学报,2004,4(4):15-18,14. |
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| 作者姓名： | 彭卫 董熙强 杜时贵 |
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| 作者单位： | 1. 金华职业技术学院,浙江,金华,321007
2. 上海市政工程设计研究院浙江分院,浙江,杭州,310003 |
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| 基金项目： | 金华市科技局资助项目(项目编号:03-2-161) |
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| 摘 要： | 通过理论研究和数值计算，详细分析了大跨径钢管混凝土双肋拱桥的侧倾稳定性和地震响应。首先，根据双肋拱桥结构在竖向均布荷栽作用下的侧倾稳定临界力的近似解析解，讨论了横撑设置、横撑刚度等因素对稳定性的影响。其次，基于多点激振理论和拟静力位移概念，介绍了拱桥结构的动力特点和地震动作用下的响应，并讨论了行波效应的影响。分析表明，地震行波作用对大跨度拱桥影响很大，横撑设置对稳定性敏感。
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| 关 键 词： | 拱桥 稳定性 地震反应 行波效应 钢管混凝土 |
| 文章编号： | 1671-3699(2004)04-0015-04 |
Stability and vibration of long span CFST arch bridges |
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| PENG Wei,DONG Xi-qiang,DU Shi-gui.Stability and vibration of long span CFST arch bridges[J].Journal of Jinhua College of Profession and Technology,2004,4(4):15-18,14. |
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| Authors: | PENG Wei DONG Xi-qiang DU Shi-gui |
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| Institution: | PENG Wei1,DONG Xi-qiang2,DU Shi-gui1 |
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| Abstract: | This paper deals with the lateral buckling analysis and seismic response of the space arch structure, composed of double main arch ribs with transverse braces. Firstly, the elastic critical buckling load of this king of structures is deduced according to the principle of minimum potential energy, the influences of the space length and the stiffness of bracing beams on the lateral stability of structure are studied. Secondly, the seismic response behavior is systematically studied based on the theory of multi-support seismic excitations and the conception of pseudo-static displacement. The numerical result shows that the traveling wave effect has significant influence on the long span arch bridge, the arrangement of bracing beams is sensitive to stability. |
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| Keywords: | arch bridge stability seismic response traveling wave effect CFST |
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