| 部分斜拉连续刚构桥静载试验及有限元分析 |
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| 引用本文： | 韦立林,谢开仲,何斌.部分斜拉连续刚构桥静载试验及有限元分析[J].世界桥梁,2007(4):59-61. |
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| 作者姓名： | 韦立林 谢开仲 何斌 |
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| 作者单位： | 广西大学土木建筑工程学院,广西,南宁,530004 |
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| 基金项目： | 广西自然科学基金资助项目(桂科自0728030) |
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| 摘 要： | 以一座三跨连续刚构部分斜拉桥荷载试验为例,按照等效弯矩进行加载,通过各荷载工况下各控制部位测点应力、位移测试结果与有限元计算值相比较,分析该桥的强度和刚度特性。
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| 关 键 词： | 斜拉桥 连续刚构桥 静载试验 有限元分析 |
| 文章编号： | 1671-7767（2007）04-0059-03 |
| 收稿时间： | 2007-08-01 |
| 修稿时间： | 2007年8月1日 |
Static Load Test and Finite Element Analysis of a Partially Cable-Stayed Continuous Rigid-Frame Bridge |
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| WEI Li-lin,XIE Kai-zhong,HE bin.Static Load Test and Finite Element Analysis of a Partially Cable-Stayed Continuous Rigid-Frame Bridge[J].World Bridges,2007(4):59-61. |
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| Authors: | WEI Li-lin XIE Kai-zhong HE bin |
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| Abstract: | The load test for a 3-span partially cable-stayed continuous rigid-frame bridge was made,in which the load was applied in terms of equivalent moment.By comparison of the test results of stresses and displacement at the testing points of the controlled parts under different load cases with the calculations by the finite element method,the strength and rigidity of the bridge were analyzed. |
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| Keywords: | cable-stayed bridge continuous rigid-frame bridge static load test finite element analysis |
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