摘要
通过对强柱弱梁、梁弱弯、弱剪、梁纵筋锚固不足的４个足尺节点试件进行低周反复加荷对比试验，从延性、滞回曲线、节点变形的角度分析了梁、柱、节点核心区不同粘钢加固方案的效果，给出更趋合理的加固方案，为工程实践提供试验依据．
The tests of five specimens of interior frame joints with adhared steel sheet have been carried out under the reversed cyclic load.Effects on beam-column joints of various adhered steel sheet methods are investigated from the deformation capacity the methods of adhered steel sheet are given
出处
《青岛建筑工程学院学报》
1997年第3期6-11,25,共7页
Journal of Qingdao Institute of Architecture and Engineering
关键词
框架节点
粘钢加固
节点变形
钢筋混凝土框架
frame joint,adhered steel sheet,ductility,hysteresis loops,deformation
