| 斜横梁索梁锚固的斜拉桥主梁剪力滞分析 |
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| 引用本文： | 余华,吴定俊.斜横梁索梁锚固的斜拉桥主梁剪力滞分析[J].青岛理工大学学报,2006,27(1):60-63. |
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| 作者姓名： | 余华 吴定俊 |
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| 作者单位： | 同济大学桥梁工程系,上海,200092 |
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| 摘 要： | 采用通用有限元ANSYS软件,研究某单塔单索面、斜横梁索梁锚固的斜拉桥主梁剪力滞效应,分别计算了箱梁顶板和底板的剪力滞系数,分析了斜拉索索力对主梁剪力滞的影响,计算结果可为同类型桥梁设计提供参考.
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| 关 键 词： | 斜横梁 索梁锚固 剪力滞 |
| 修稿时间： | 2005年1月14日 |
Analysis of Shear Lag Effect on Box Girder of Cable-Stayed Bridge with Anchored Cable by Inclined Diaphragm Plate |
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| Yu Hua,Wu Ding-jun.Analysis of Shear Lag Effect on Box Girder of Cable-Stayed Bridge with Anchored Cable by Inclined Diaphragm Plate[J].Journal of Qingdao Technological University,2006,27(1):60-63. |
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| Authors: | Yu Hua Wu Ding-jun |
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| Abstract: | The shear lag effect on box girder in P.C.cable-stayed bridge with single cable plane and single tower is studied by using Ansys software.The shear lag coefficients of the box girder's upper plate and bottom plate are computed,and the effect of cable force on shear lag is studied.Results in this paper can be of reference to the bridge design of the same type. |
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| Keywords: | inclined diaphragm plate anchored cable by diaphragm plate shear lag |
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