| 钢管砼拱桥模型构建及自振特性对比分析 |
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| 引用本文： | 隋严春,肖盛燮,李放,国祥明.钢管砼拱桥模型构建及自振特性对比分析[J].重庆交通大学学报(自然科学版),2007,26(6):10-14. |
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| 作者姓名： | 隋严春 肖盛燮 李放 国祥明 |
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| 作者单位： | 1. 重庆交通大学,土木建筑学院,重庆,400074
2. TRC Imbsen公司,美国,加利福尼亚州,萨克拉门托,95827 |
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| 摘 要： | 以云南省海口大桥为研究对象,基于ANSYS软件分别考虑墩底固结和土-桩-结构相互作用,建立了该桥的两种三维有限元模型,以此为基础进行了两种模型的自振特性对比分析;并系统地介绍了两种中承式钢管砼系杆拱桥简化模型的构建方法,可为相关研究提供参考.
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| 关 键 词： | 自振特性 中承式钢管砼拱桥 有限元法 土-桩-结构相互作用 |
| 文章编号： | 1674-0696(2007)06-0010-05 |
| 修稿时间： | 2006年8月28日 |
Model Construction and Contrast Analysis of Concrete-Filled Steel Tubular Arch Bridge |
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| SUI Yan-chun,XIAO Sheng-xie,LI Fang,GUO Xiang-ming.Model Construction and Contrast Analysis of Concrete-Filled Steel Tubular Arch Bridge[J].Journal of Chongqing Jiaotong University,2007,26(6):10-14. |
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| Authors: | SUI Yan-chun XIAO Sheng-xie LI Fang GUO Xiang-ming |
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| Abstract: | Haikou Bridge is a concrete-filled steel tubular arch bridge with a main span of 150m.Taking that bridge as an example,based on the software ANSYS,two kinds of spatial finite element models for the bridge were respectively established,under the consideration of the pier bases concretion and the interaction between the soil and the pile.Calculation analyses results of natural vibration of the two models are comparatively analyzed.The establishment method of the two models of the half-through concrete-filled steel tubular arch bridge is provided,which can be reference for relative research. |
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| Keywords: | natural vibration half-through concrete-filled steel tubular arch bridge finite element method soil-pile-structure interaction |
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