摘要
基于等代框架法的基本原理,提出了蜂窝式空心无梁楼盖板的挠度计算方法,给出了板刚度的计算公式,并介绍了工程实际算例及使用的内模.
Based on equivalent frame method,calculation method of the deflection in cellular voided flat slab was put forward,calculation formulae of the stiffnessand engineering example were proposed,embedded fillers in the slab were introduced.
出处
《河南大学学报（自然科学版）》
CAS
北大核心
2005年第2期91-94,共4页
Journal of Henan University:Natural Science
基金
河南省科技攻关计划项目(991150204)
关键词
钢筋混凝土
蜂窝式空心楼盖
等代框架法
挠度
reinforced concrete
cellular voided flat slab
equivalent frame method
deflection
