摘要
本文从弹性理论出发,对压型钢板—混凝土组合楼板在各种连接条件下的变形计算,进行了较全面的研究,提出了考虑组合板界面相对滑移的挠曲变形理论计算方法。
On the basis of the elastic theory, we have studied the deformation of composite slabs, which is considered composite action and slippage between steel-deck profile and concrete. A theoretical method for calculating deformation of composite slabs with steel studs is discussed in this paper.
出处
《青岛建筑工程学院学报》
1991年第1期18-26,共9页
Journal of Qingdao Institute of Architecture and Engineering
关键词
压型钢板
混凝土
地板
挠曲变形
composite action
slippage
steel-deck profile
steel stud.
