摘要
通过对11个钢纤维混凝土框架边节点的试验,研究了这种节点的破坏过程、破坏形态、滞回曲线及剪切延性等问题.结果表明,钢纤维混凝土框架节点具有良好的抗震性能,对解决节点箍筋密集、改善施工条件有明显效果.
According to the experimental results of 11 joint specimens for SFRC frames,the failure process,the failure form,the hysteresis curves and the shear ductility of the joints were investigated.It shows that SFRC frame joint has the good anti-seismic behavior which is an efficient way to resolve the problem of crowded stirrups and improve the working condition in construction.
出处
《上海理工大学学报》
CAS
北大核心
2004年第4期323-327,共5页
Journal of University of Shanghai For Science and Technology
关键词
钢纤维混凝土
框架节点
试验研究
滞回性能
steel fiber reinforced concrete
frame joint
experimental study
hysteretic behavior
