| G325九江大桥主桥斜拉桥静载试验分析 |
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| 引用本文： | 陈科强,王泉清.G325九江大桥主桥斜拉桥静载试验分析[J].广东公路交通,2007(2):1-4. |
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| 作者姓名： | 陈科强 王泉清 |
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| 作者单位： | 广东交通集团检测中心,广州,510800 |
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| 摘 要： | 九江大桥位于国道325线南海段,全长1675.2m,通航主跨为2×160m的独塔双索面竖琴形斜拉桥。介绍该桥静载试验成果,并结合有限元理论分析,将计算结果与试验结果对比,对该桥的结构现状进行评定。
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| 关 键 词： | 斜拉桥 箱形梁 静载试验 有限元分析 |
| 文章编号： | 1671-7619（2007）02-0001-04 |
| 修稿时间： | 2007-03-16 |
Study of Static Load Test of The Cable-Stayed Bridges of Jiujiang Bridge on 325 National Highway |
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| CHEN ke-qiang,WANG quan-qing.Study of Static Load Test of The Cable-Stayed Bridges of Jiujiang Bridge on 325 National Highway[J].Guangdong Highway Communications,2007(2):1-4. |
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| Authors: | CHEN ke-qiang WANG quan-qing |
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| Institution: | HuaLu traffic technology Ltd. of GuangDong. , GuangDong Guangzhou 510420 |
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| Abstract: | Jiujiang Bridge is located in the city of NanHai.the length is 1675.2 meter.The main span is the 160 160 meter cable-stayed bridge with single pylon,double cable panel and harp-type cable configuration.In this paper,The result of static load test is presented,The calculation results of the finite element(FE)software ANSYS contrast to the results of test and the present condition of the bridge structure is evaluated. |
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| Keywords: | the cable-stayed bridges box girder static load test the finite element(FE) Analysis |
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