摘要
本文通过对十二根试件的试验，研究了轴压比、箍筋的配筋率、纵筋的配筋率对Ｌ型截面柱子的破坏形态、滞回曲线和延性的影响。本文把单调加载的钢筋混凝土压弯构件承载力的计算结果与本文的试验结果作了比较。证明用单调加载的钢筋混凝土压弯构件承载力计算方法来计算反复荷载作用下的钢筋混凝土压弯构件的承载力是安全的。
This paper discusses the hysteretic characteristics and ductility of L-shapedreinforced concrete members with fiexure and axial force under cyclic loading, as wellas the effect of the ratio of axial force to compression force, the ratio of stirrupreinforcement, the ratio of longitudinal bar. The test results provide advice for designinformation. In this paper, the bearing capacity of the members loaded monotontiallyis calculated and compared with the measured results.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
1995年第3期44-51,共8页
Journal of South China University of Technology(Natural Science Edition)
