摘要
大量试验表明,压型钢板-混凝土组合楼板主要破坏模式是纵向剪切破坏,其纵向剪切承载力在组合楼板承载力计算过程中起着决定性作用。本文在研究文献的基础上,梳理了压型钢板-混凝土组合楼板的发展概况与结构特点,并着重总结、归纳了国内外研究进展及主要国家规范中的计算方法。
A larger amount of research shows that the shearforce is the main factor leading the failure of thecomposite slabswith steel profiled sheeting. The slip existing at the interface ofsteel and concrete is due to the insufficient load carrying capacity.Based on the published research work, characters and analyticalmethods are summarized and comments are addressed tothe assessing methods in relevant standards.
出处
《四川建材》
2016年第4期88-89,共2页
Sichuan Building Materials
关键词
组合楼板
承载力
设计方法
composite slabs
lood corrying capacity
designmethod
