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。
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.
出处
《山西建筑》
2009年第36期55-56,共2页
Shanxi Architecture
关键词
火灾
极限抗弯承载力
热传学原理
等效火灾荷载
fire
flexural capacity limit
principles of heat transfer
equivalent fire load