| 钢管混凝土系杆拱桥成桥静载试验分析 |
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| 引用本文： | 郭范波,丁汉山,王新定. 钢管混凝土系杆拱桥成桥静载试验分析[J]. 山西建筑, 2005, 31(20): 6 |
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| 作者姓名： | 郭范波 丁汉山 王新定 |
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| 作者单位： | 东南大学,江苏,南京,210096 |
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| 摘 要： | 以苏北运河大桥为例,通过对该桥进行静载试验和桥梁专用程序分析,依据试验各工况应变和挠度的理论值和实测值,对该桥做出了客观的评价,并得出相关的结论.
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| 关 键 词： | 系杆拱桥 静载试验 预应力混凝土 |
| 文章编号： | 1009-6825(2005)20-0006-02 |
| 修稿时间： | 2005-07-08 |
Analysis of static loading test of a concrete-filled steel tubular tied-arch bridge |
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| GUO Fan-bo,DING Han-shan,WANG Xin-ding. Analysis of static loading test of a concrete-filled steel tubular tied-arch bridge[J]. Shanxi Architecture, 2005, 31(20): 6 |
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| Authors: | GUO Fan-bo DING Han-shan WANG Xin-ding |
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| Affiliation: | GUO Fan-bo DING Han-shan WANG Xin-ding |
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| Abstract: | Subei Canal Bridge is a concrete-filled steel tubular tied-arch bridge with suspended road. Through the static loading test and analysis of professional software, this essay gives an objective opinion and comes a correlative conclusion with the theoretical and actual test values from the experiment of very loading case's strain and deflection. |
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| Keywords: | tied-arch bridge static loading test prestressed concrete |
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