| 轻钢蒙皮结构受剪承载力的试验研究 |
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| 引用本文： | 周奎,卢莎.轻钢蒙皮结构受剪承载力的试验研究[J].上海理工大学学报,2006,28(3):257-260. |
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| 作者姓名： | 周奎 卢莎 |
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| 作者单位： | 上海理工大学,城市建设与环境工程学院,上海,200093 |
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| 摘 要： | 通过单榀门式刚架与蒙皮组合体的试验研究,明确了应力蒙皮结构的承载性能.试验结果表明,檩条及足够数量的连接件对于蒙皮组合体发挥应力蒙皮效应至关重要.计算结果与试验结果比较表明,采用英国应力蒙皮设计规范进行设计是可行的.
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| 关 键 词： | 门式刚架 应力蒙皮作用 受剪承载力 |
| 文章编号： | 1007-6735（2006）03-0257-04 |
| 收稿时间： | 2005-06-23 |
| 修稿时间： | 2005年6月23日 |
Experimental study on shear capacity of stressed diaphragm for light-gauge steel structures |
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| ZHOU Kui,LU Sha.Experimental study on shear capacity of stressed diaphragm for light-gauge steel structures[J].Journal of University of Shanghai For Science and Technology,2006,28(3):257-260. |
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| Authors: | ZHOU Kui LU Sha |
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| Institution: | College of Urban Construction and Environment Engineering, University of Shanghai for Science and Technology, Shanghai 200093, China |
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| Abstract: | Experimental study on shear behavior of diaphragm assembly using V840 profiled steel sheet is presented.The different effects of the stressed diaphragm action with purlins and without purlins are compared,and the experimental result indicates that the edge member is vital to the stressed diaphragm action in working.It is acceptable to use the BS code of stressed diaphragm in design as comparing with experimental results. |
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| Keywords: | portal frame stressed diaphragm action shear capacity |
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