摘要
在分析"规范"加大截面法加固钢筋混凝土轴心受压构件正截面承载力计算方法的基础上,研究了计算方法中强度利用系数α的主要影响因素,提出了修改建议。
On the basis of analysing the calculation method of normal section load-bearing capacity for the axial compressive RC members strengthened with increasing section method in current code. This paper analyses the main factors that affect the strength effective coefficient α in the calculation method. Some suggestions for code revision are given in this paper.
出处
《四川建筑科学研究》
2004年第2期26-28,共3页
Sichuan Building Science
