摘要
本文报告了五个钢筋混凝上Ｔ形截面柱框架边节点在低周反复荷载作用下的试验结果，分析了梁纵筋的锚固、节点的延性和耗能能力，并根据试验结果提出了抗剪承载力公式及若干设计建议。
The test results of five exterior R C beam-T column joints under reversed cyclic loading are reported. The anchorage of beam bars, the ductility andenergy dissipation ability of the joints are also discussed. Based on the experimental data, a formula to calculate the shear capacity of exterior beam-T column joint is suggested.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
1995年第3期123-130,共8页
Journal of South China University of Technology(Natural Science Edition)
关键词
桩
节点
框架
T形截面柱
抗震性
s: column, shear
bearing capacity/joint, anchorage length
