| 某连续钢箱梁人行桥的检测试验研究 |
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| 引用本文： | 何江燕,张银华.某连续钢箱梁人行桥的检测试验研究[J].交通科技与经济,2006,8(4):15-17. |
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| 作者姓名： | 何江燕 张银华 |
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| 作者单位： | 1. 浙江东阳市交通工程质量监理所,浙江,东阳,322100
2. 浙江大地交通工程有限公司,浙江,台州,317300 |
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| 摘 要： | 某连续梁人行桥，经过多年的运营该桥部分出现了一些病害。为检测该桥的承载能力以及使用性能．基于通用有限元程序软件对该桥进行理论计算．同时根据理论计算结果作为控制内力进行现场检测试验。试验结果表明该桥使用性能较好．承载能力满足有关规范的要求。
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| 关 键 词： | 钢箱梁人行桥 理论计算 桥梁检测 荷载试验 |
| 文章编号： | 1008-5696-（2006）04-0015-03 |
| 收稿时间： | 2005-12-26 |
| 修稿时间： | 2005年12月26 |
Experimental test investigation on one continuous steel box girder footbridge |
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| HE Jiang-yan,ZHANG Yin-hua.Experimental test investigation on one continuous steel box girder footbridge[J].Technology & Economy in Areas of Communications,2006,8(4):15-17. |
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| Authors: | HE Jiang-yan ZHANG Yin-hua |
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| Abstract: | One continuous girder footbridge is taken as the case, with some hazards occurring through many years' service. In order to find out the bearing capacity and serviceability in this bridge, the theory calculation of the bridge is carried out based on the procedure software of finite element in common use. Meanwhile, the calculated result is regarded as the control internal force to make the experimental test. The result of test indicates that the serviceability of this bridge is better, and the bearing capacity is met with the normal requirement. |
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| Keywords: | steel box girder footbridge theory calculation bridge test load experiment |
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