| 绥芬河转体施工斜拉桥静荷载试验 |
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| 引用本文： | 王立峰,李静辉.绥芬河转体施工斜拉桥静荷载试验[J].森林工程,2007,23(1):80-81,84. |
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| 作者姓名： | 王立峰 李静辉 |
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| 作者单位： | 东北林业大学,哈尔滨,150040 |
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| 基金项目： | 黑龙江省建设厅重点项目 |
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| 摘 要： | 主要介绍绥芬河斜拉桥静荷载试验的主要内容和方法,并结合桥梁博士、BSAS 的理论分析结果,对该桥的实测应力、挠度及索力进行了比较。试验结果表明:该桥的理论分析和设计计算方法科学、可靠,且施工质量优良,桥梁的承载能力满足设计要求,可以按照设计荷载正常运营。
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| 关 键 词： | 斜拉桥 静载试验 校验系数 |
| 文章编号： | 1001-005X（2007）01-0080-02 |
| 收稿时间： | 2006-11-01 |
| 修稿时间： | 2006-11-01 |
Static Load Tests of Suifenhe River Rotational Cable-stayed Bridge |
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| Wang Lifeng,Li Jinghui.Static Load Tests of Suifenhe River Rotational Cable-stayed Bridge[J].Forest Engineering,2007,23(1):80-81,84. |
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| Authors: | Wang Lifeng Li Jinghui |
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| Institution: | Northeast Forestry Uni- versity, Harbin 150040 |
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| Abstract: | This paper introduced the principle contents and methods of static load tests of Suifenhe fiver cable-stayed bridge,and compared the stress,deflection and cable tension of the bridge based on the results of software Dr.Bridge and BSAS. The results of the tests showed that the theoretic analysis and design methods were scientific and reliable; the construction quality of the bridge was excellent; the bearing capacity of the bridge could meet the design demand; and the bridge could be put into use under designed load. |
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| Keywords: | cable-stayed bridge static load tests checkout coefficient |
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