摘要
根据连续跨组合楼板试验结果 ,对连续跨组合楼板的承载力进行了分析 ,推导了连续跨组合楼板的纵向滑移荷载和极限荷载 ,结果与试验结果吻合。
Based on the test results of continuous profiled sheet concrete floors, theoretical expressions for the loads of the continuous composite floor slabs at the longitudinal shear slips occurring and the ultimate state are derived, and the calculated values agree well with those of the test results. The design method to assess the load carrying capacity of the continuous composite floor slabs is proposed.
出处
《钢结构》
2001年第4期37-40,共4页
Steel Construction
关键词
压裂钢板
组合楼板
纵向抗剪
承载力
profiled sheet composite floor slabs longitudinal shear
