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。
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.
出处
《山东建筑工程学院学报》
1998年第3期6-9,共4页
Journal of Shandong Institute of Architecture and Engineering
关键词
梯形截面
钢筋混凝土构件
受压构件
强度
计算
reinforced concrete
ladder shaped section
large ecentric compre ssion
compression component
