| 波形钢腹板PC组合箱梁的剪滞效应特性分析 |
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| 引用本文： | 蒋雪强.波形钢腹板PC组合箱梁的剪滞效应特性分析[J].工程建设与设计,2009(1):77-80. |
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| 作者姓名： | 蒋雪强 |
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| 作者单位： | 江苏建科建设监理有限公司,南京,210022 |
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| 摘 要： | 由于波形钢腹板相对于混凝土腹板的独特优点，在国外得到比较广泛的应用，在我国已建成两座波形钢腹板箱梁桥。就波形钢腹板PC组合箱梁的剪力滞效应进行分析，并与混凝土箱梁作比较，说明两者在腹板与顶板、底板连接处剪力滞效应的区别。还对泼河大桥桥跨结构作剪力滞效应的分析。
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| 关 键 词： | 波形钢腹板 PC组合箱梁 剪力滞 有限元分析 |
Analysis on Shear Lag Effect of the Pre-Stressed Concrete Box-Girder With Corrugated Steel Web |
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| JIANG Xue-qiang.Analysis on Shear Lag Effect of the Pre-Stressed Concrete Box-Girder With Corrugated Steel Web[J].Construction & Design for Project,2009(1):77-80. |
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| Authors: | JIANG Xue-qiang |
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| Affiliation: | JIANG Xue-qiang |
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| Abstract: | As corrugated steel webs has unique advantages in relation to the concrete webs, Abroad it was more widely used, China has built two box-girder with corrugated steel webs. In this paper, The pre-stressed concrete box-girder with corrugated steel webs shear lag effect analysis and concrete box girder for a comparative analysis Note both the web and top floor Connection shear lag effect of the distinction. It also analyze the shear lag effect POHE bridge structure. |
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| Keywords: | corrugated steel webs pre-stressed concrete box-girder the shear lag finite element analysis |
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