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| 闭口压型钢板-轻骨料屋面板抗弯试验研究 | |
| 引用本文： | 李淑香,牛秀艳,李晓冬.闭口压型钢板-轻骨料屋面板抗弯试验研究[J].山西建筑,2008,34(26). |
| 作者姓名： | 李淑香 牛秀艳 李晓冬 |
| 作者单位： | 1. 河南省计量科学研究院,河南,郑州,450008 2. 吉林建筑工程学院,吉林,长春,130052 3. 北京市工业设计研究院,北京,100055 |
| 摘 要： | 结合闭口压型钢板-轻质混凝土组合板的应用现状,阐述了该新型屋面结构的优点,通过试验对其抗弯刚度性能进行了研究,并总结了抗弯刚度的理论计算公式,得出计算结果与实测值吻合较好的结论. |
| 关 键 词： | 闭口压型钢板 轻质混凝土 组合板 抗弯刚度 |
Experimental study on the bending stiffness of the closed-section profiled steel slabs deck-lightweight-concrete composite slabs |
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| LI Shu-xiang,NIU Xiu-yan,LI Xiao-dong.Experimental study on the bending stiffness of the closed-section profiled steel slabs deck-lightweight-concrete composite slabs[J].Shanxi Architecture,2008,34(26). | |
| Authors: | LI Shu-xiang NIU Xiu-yan LI Xiao-dong |
| Affiliation: | LI Shu-xiang NIU Xiu-yan LI Xiao-dong |
| Abstract: | Combined with the application status of the closed-section profiled steel slabs deck-lightweight-concrete composite slabs,the paper describes the advantages of the new roof structure,studies the bending stiffness through the experiment,and summarizes the theoretical formula of the bending stiffness,obtains the conclusion that the numerical calculation tallies with the measured values. |
| Keywords: | closed-section profiled steel slabs lightweight concrete composite slab bending stiffness |
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