| 火灾下混凝土简支板等效火灾荷载的简化计算 |
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| 引用本文： | 郭照恩.火灾下混凝土简支板等效火灾荷载的简化计算[J].山西建筑,2009,35(36):55-56. |
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| 作者姓名： | 郭照恩 |
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| 作者单位： | 汾西矿业集团新柳煤矿建安公司,山西,孝义,032303 |
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| 摘 要： | 根据热传学原理,得出高温下钢筋混凝土板截面温度场的分布,计算出火灾下钢筋混凝土简支板极限抗弯承载力,得出钢筋混凝土简支板的等效火灾荷载,为火灾下钢筋混凝土极限抗弯承载力的计算提供了方便。
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| 关 键 词： | 火灾 极限抗弯承载力 热传学原理 等效火灾荷载 |
The simplified calculation of equivalent fire load of concrete simply supported plate exposed to fires |
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| GUO Zhao-en.The simplified calculation of equivalent fire load of concrete simply supported plate exposed to fires[J].Shanxi Architecture,2009,35(36):55-56. |
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| Authors: | GUO Zhao-en |
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| Affiliation: | GUO Zhao-en |
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| Abstract: | According to the principles of heat transfer,the result of reinforced concrete slab s section temperature field is gained,calculating it s flexural capacity limit obtaining,obtains the equivalent fire load of the reinforced concrete slabs,providing a convenient way to calculate the flexural capacity limit of the reinforced concrete slabs. |
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| Keywords: | fire flexural capacity limit principles of heat transfer equivalent fire load |
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