摘要
通过对二件外包钢钢筋混凝土顶层边节点试件在张开弯矩作用下的伪静力试验,研究了该类节点的破坏过程以及梁角钢的锚固性能,在此基础上提出相应的构造措施,以保证该类节点的安全。
Based on the pseudo-static experimental study on the reinforced concrete knee joints wrapped with steel under the action of open moment,their failure process and the anchorage behavior of the angel steel in the bottom of the beam are studied, Some construction measures are given to ensure the safety of the joints.
出处
《建筑科学》
北大核心
2006年第1期27-30,共4页
Building Science
关键词
外包钢
顶层边节点
抗震性能
wrapped with steel
knee joints
seismic behavior
