摘要
通过对6 个板柱节点配锚栓抗冲切承载力试验,分析了锚栓的强度和变形性能,探讨了锚栓的合理配筋率.并通过本人及国外的试验数据,对设计计算方法进行了研究。
Through the punching capacity experiment of six concrete slab column connections with stud shear reinforcement,this paper analyses the stud capacity and its deformation properties, and discusses the proper ratio of the stud shear. Researching the design and calculating method through the experiment and foreign data. This paper gives the design suggestion.
出处
《北方交通大学学报》
CSCD
北大核心
1999年第6期73-77,共5页
Journal of Northern Jiaotong University
关键词
锚栓
变形
试验
抗冲切承载力
混凝土板柱
节点
punching stud deformation properties ratio of stud shear design suggestion
