摘要
对 4根钢筋砼双侧加固的大偏心受压柱正截面承载力进行了二次受力试验研究 ,并利用计算机进行了非线性全过程计算分析 ,实测值与计算值吻合较好 ,在此基础上提出了实用简化计算公式 .
Based on experiment study of the loading capacity of 4 reinfored concrete columns under two stages loading, full range of loading to solidated columns is analysed by computer non\|linear developed. The calculated values show a good agreement with the test results. A simplified method is also put forward.
出处
《扬州大学学报（自然科学版）》
CAS
CSCD
2000年第4期61-66,共6页
Journal of Yangzhou University：Natural Science Edition
