| 钢筋混凝土简支整体板的内力浅析 |
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| 引用本文： | 刘红卫,冯海江,郝俊瑞.钢筋混凝土简支整体板的内力浅析[J].城市道桥与防洪,2007(1):34-37. |
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| 作者姓名： | 刘红卫 冯海江 郝俊瑞 |
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| 作者单位： | 石家庄冀星路桥工程设计有限公司,河北石家庄,050091 |
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| 摘 要： | 钢筋混凝土的整体现浇板桥(涵)与装配式板的受力机理不同,其受力模式与其宽度、角度有很大的关系,针对8m跨径的简支结构,采用MidasCivil按不同宽度、不同角度进行内力分析,得出结论,以指导设计。
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| 关 键 词： | 钢筋混凝土 整体板 内力分析 |
| 文章编号： | 1009-7716(2007)01-0034-04 |
| 修稿时间： | 2006年10月30日 |
Elementary Analysis to Inner Force of Steel Reinforced Concrete Simple-supported Integral Slab |
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| Liu Hongwei,Feng Haijiang,Hao Junrui.Elementary Analysis to Inner Force of Steel Reinforced Concrete Simple-supported Integral Slab[J].Urban Roads Bridges & Flood Control,2007(1):34-37. |
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| Authors: | Liu Hongwei Feng Haijiang Hao Junrui |
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| Abstract: | The bearing mechanism of the steel reinforced concrete integral cast-in-place slab bridge (culvert) is different from one of the assembly slab. Its bearing model is greatly related with its width and angle. In the light of 8-m span of simple-supported structure, Midas Civil is used to carry out the inner force analysis on the different widths and the different angles, and the conclusion is given to guide the design. |
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| Keywords: | steel reinforced concrete integral slab inner force analysis |
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