| 钢骨混凝土梁挠度的计算 |
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| 引用本文： | 邵永康,邵永健. 钢骨混凝土梁挠度的计算[J]. 苏州科技学院学报(工程技术版), 2001, 14(3): 17-20 |
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| 作者姓名： | 邵永康 邵永健 |
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| 作者单位： | 1. 湖州市建筑设计研究院,浙江,湖州,313000
2. 苏州城建环保学院,城建系,江苏,苏州,215011 |
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| 摘 要： | 文章在5根钢骨混凝土梁试验研究的基础上,分析了钢骨混凝土梁的工作机理,提出了用有效工作截面计算钢骨混凝土梁挠度的方法.计算表明,挠度的计算值与实测值吻合较好.
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| 关 键 词： | 钢骨混凝土梁 蜂窝钢骨混凝土梁 有效工作截面 挠度 |
| 文章编号： | 1004-8022(2001)03-0017-04 |
| 修稿时间： | 2001-05-11 |
The Calculation of the Deflection of Steel Reinforced Concrete Beams |
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| SHAO Yong-kang,SHAO Yong-jian. The Calculation of the Deflection of Steel Reinforced Concrete Beams[J]. Journal of University of Science and Technology of Suzhou:Engineering and Technology, 2001, 14(3): 17-20 |
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| Authors: | SHAO Yong-kang SHAO Yong-jian |
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| Affiliation: | SHAO Yong-kang1,SHAO Yong-jian21.Zhejiang Huzhou Institute of Building Design and Research Huzhou 313000,China,2.Dept. of Urban Construction,SIUCEP,Suzhou 215011,China) |
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| Abstract: | Based on an experimental research on five steel reinforced concrete beamsthe author analyses the working mechanism of steel reinforced concrete beams and proposes a calculation method of the deflection of steel reinforced concrete beams. The result shows that the calculation results agree with the measured ones. |
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| Keywords: | steel reinforced concrete beam steel with honeycomb reinforced concrete beam effective working section deflection |
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