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| 大跨连拱拱桥动力特性及地震反应分析 | |
| 引用本文： | 陈泉,闫兴山,余嵘峰.大跨连拱拱桥动力特性及地震反应分析[J].交通科技,2011(1). |
| 作者姓名： | 陈泉 闫兴山 余嵘峰 |
| 作者单位： | 1. 武汉市政工程设计研究院有限责任公司,武汉,430023 2. 山东省聊城市公路勘测设计院,聊城,252000 3. 湖北联交投和左高速公路有限责任公司,武汉,430083 |
| 摘 要： | 结合一座大跨连拱拱桥工程设计实例,采用sap2000程序建立了该桥空间有限元计算模型,分析了该桥的动力特性特点,采用反应谱法和时程分析法对该桥进行了地震反应分析.结果表明:由于各拱拱上立柱高度相差太大,使得各个立柱分担的上部结构的地震惯性力非常不均衡,拱顶附近的立柱由于高度较低、刚度较大,使得其承受较多的上部结构的地震惯性力,成为整个结构的抗震薄弱部位之一. |
| 关 键 词： | 大跨连拱拱桥 地震反应 拱圈 立柱 |
Analysis of Dynamic Characteristic and Seismic Response of Long-multi-span Arch Bridge |
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| Chen Quan,Yan Xingshan,Yu Rongfeng.Analysis of Dynamic Characteristic and Seismic Response of Long-multi-span Arch Bridge[J].Transportation Science & Technology,2011(1). | |
| Authors: | Chen Quan Yan Xingshan Yu Rongfeng |
| Institution: | Chen Quan1,Yan Xingshan2,Yu Rongfeng3(1.Wuhan Municipal Engineering Design & Research Institute Co.,Ltd.,Wuhan 430023,China,2.Liaocheng Highway Survey and Design Institute of Shandong Provincial,Liaocheng 252000,3.Hubei Provincial United Transportation Investment and Left Highway Co.,Wuhan 430083,China) |
| Abstract: | Based on an engineering design case of a long-multi-span arch bridge,a three-dimensional analysis model was developed using the FEA software sap2000.By response spectrum and time history method,the dynamic characteristic and seismic response of the bridge was discussed.The results indicate that owing to the differential of the columns on the arch,the seismic responses of the columns vary large.The short columns nearby the upper of the arch-ring,due to the larger stiffness which makes it bear more of the ear... |
| Keywords: | long-multi-span arch bridge seismic response arch-ring columns |
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