| 楼板在复杂荷载下的简捷计算方法 |
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| 引用本文： | 黄勇,马克俭.楼板在复杂荷载下的简捷计算方法[J].贵州工业大学学报(自然科学版),2000,29(3):89-92. |
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| 作者姓名： | 黄勇 马克俭 |
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| 作者单位： | 贵州工业大学空间结构研究所，贵州贵阳 550003 |
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| 摘 要： | 根据刚度等效的原则，将板等代为正交密肋体系，板上荷载转化为等效节点荷载，可利用通用结构分析软件对受复杂荷载作用的板作精确分析。对一框架结构单向连娄板作了分析，得到一些新的结论。
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| 关 键 词： | 楼板 板理论 密肋体系 刚度等效 |
| 文章编号： | 1009-0193(2000)03-0089-04 |
| 修稿时间： | 1999年9月5日 |
Simplified Analysis for Floor Stab under Complicated Loads |
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| HUANG Yong,MA Ke-jian.Simplified Analysis for Floor Stab under Complicated Loads[J].Journal of Guizhou University of Technology(Natural Science Edition),2000,29(3):89-92. |
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| Authors: | HUANG Yong MA Ke-jian |
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| Abstract: | According to the principle of equivalent rigidity,the slab is analogic to closely spaced beams,and the loads upon the slab can be transformed to equivalent node's load of beams.With this method,the multi-loaded slab can be analyzed simply and accurately with current software of structure analysis.Some new conclusion is also deduced through the calculating of a continuous slab in frame structure. |
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| Keywords: | R C floor slab theory of plate system of closely spaced beams equivalent rigidity |
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