摘要
分析介绍了组合楼板受弯破坏和纵向水平剪切破坏两种主要破坏形式的特征及承载力计算,重点推导出了部分剪切连接理论对于纵向水平剪切连接破坏的计算公式,旨在为组合楼板的设计积累经验。
The characteristics and bearing capacity calculation of two main damage forms of bending damage and longitudinal horizontal shear damage of composite slab were analyzed and introduced.The calculation formula of part shear connection theory on longitudinal horizontal shear connection damage was deduced critically in order to accumulate experience for composite slab design.
出处
《山西建筑》
2009年第33期73-75,共3页
Shanxi Architecture
关键词
组合楼板
纵向水平剪切粘结
部分剪切连接
composite slab
longitudinal horizontal shear bonding
part shear connection
