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钢筋砼双向板弯矩系数的简捷计算方法
引用本文:吴勇明. 钢筋砼双向板弯矩系数的简捷计算方法[J]. 华南理工大学学报(自然科学版), 1995, 0(1)
作者姓名:吴勇明
作者单位:华南理工大学建筑工程系
摘    要:本文对按弹性理论确定的双向板弯矩系数进行回归分析,提出计算弯矩系数的简捷计算方法。文中计算公式适用于计算承受均布荷载的钢筋砼四边支承矩形板,具有计算简便和编写计算机程序简单的优点。

关 键 词:钢筋混凝土;双向板;回归分析;弹性理论;弯矩系数

A SIMPLIFIED METHOD FOR CALCULATING MOMENT COEFFICIENT OF TWO-WAY R. C. SLABS BY ELASTIC THEORY
WU Yongming. A SIMPLIFIED METHOD FOR CALCULATING MOMENT COEFFICIENT OF TWO-WAY R. C. SLABS BY ELASTIC THEORY[J]. Journal of South China University of Technology(Natural Science Edition), 1995, 0(1)
Authors:WU Yongming
Abstract:In this paper, a regression analySis has been compiled for the moment coefficient of two--way slabs in calculating by elastic theory, and a simplified method for calculating moment coefficient has been put forward. The calculating formulas are used in R.C.reCtangular slabs supported on four sides under uniform load, it has the merits of simplicity in calculating and programming.
Keywords:s: reinforced concrete   two--way slabs   regression analysis   elastic theory /moment coefficient  
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