摘要
分析了新修订的《水工混凝土结构设计规范》中关于对称配筋小偏心受压构件配筋计算方法产生较大误差的原因,在此基础上,提出了对称配筋小偏心受压构件配筋计算方法的改进建议。
Error causes have been analyzed on the calculation method of Design Code for Hydraulic Concrete Structures revised edition about calculating symmetrical reinforcement members with small eccentric compression. A calculation method which may be used as a reference to the Code revised, on the basis of the analysis, is presented.
出处
《四川建筑科学研究》
北大核心
2008年第3期47-49,共3页
Sichuan Building Science
关键词
钢筋混凝土
偏心受压构件
对称配筋
计算方法
reinforced concrete
eccentric compression member
symmetrical reinforcement
calculation method