摘要
本文论述了钢筋混凝土构件在剪力和扭矩联合作用下，应用薄片模型的计算方法，计算了三根试验梁的Ｔ－θ曲线，二十根试验梁的破坏荷载，与试验结果比较，符合程度较好。
By means of the panel model, the mothod of analyzing reinforced concrete members subjected to torsion and shear has been proposed .The T-θ curves of 3 test members and the failure loads of 20 test members have been figured out. The calculated and tested results are in good agreement.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1995年第1期41-49,共9页
Journal of Building Structures
