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钢筋混凝土梯形截面大偏心受压构件正截面强度实用计算
引用本文:翟爱良,郑晓燕. 钢筋混凝土梯形截面大偏心受压构件正截面强度实用计算[J]. 山东建筑工程学院学报, 1998, 0(3)
作者姓名:翟爱良  郑晓燕
作者单位:山东水利专科学校
摘    要:建立了钢筋砼梯形截面大偏心受压构件正截面强度的计算公式,提出了实用的计算方法。

关 键 词:钢筋混凝土;梯形截面;大偏心;受压构件

THE CALCULATION ON THE SECTION STRENGTH OF COMPONENT WITH LARGE ECENTRIC COMPRESSION IN REINFORCED CONCRETE LADDER SHAPED SECTION
Zhai Ailiang. THE CALCULATION ON THE SECTION STRENGTH OF COMPONENT WITH LARGE ECENTRIC COMPRESSION IN REINFORCED CONCRETE LADDER SHAPED SECTION[J]. Journal of Shandong Institute of Architecture and Engineering, 1998, 0(3)
Authors:Zhai Ailiang
Affiliation:Shandong Water Conservancy College
Abstract:In this paper, the calculation on the section strength of large ecentricly compression component in reinforced concrete ladder shaped section is disscussed. The calculating formula and method are presented.
Keywords:reinforced concrete  ladder shaped section  large ecentric compre ssion  compression component
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