摘要
根据角钢加强钢筋混凝土十字形截面异形柱的低周反复加载试验结果,研究了构件正截面极限承载力调整系数以及其影响因素,提出了试件正截面极限承载力计算公式。对比试验结果,验证了计算公式的适用性。
According to the results of low cyclic reversed lateral loading experiment for cross shaped RC columns,which were reinforced by angle steel,this study focused on the amplified coefficients of the ultimate bearing capacity of normal sections and its effect factors,and came up with many formulas about the ultimate bearing capacity of normal sections.After the comparison of the calculating results and the test results,the applicability of the formulas were verified.
出处
《建筑结构》
CSCD
北大核心
2010年第S2期395-397,共3页
Building Structure
关键词
角钢加强
异形柱
计算公式
angle steel reinforced
specially shaped columns
calculating formulas
