摘要
通过试验,研究了小剪跨钢筋砼牛腿在竖向力和低周反复水平荷载共同作用下的破坏形式,抗震性能和滞回曲线;论述了其传力模型,得出了牛腿的配筋计算公式与截面尺寸的经验公式.
The failure model behavour of resistance to earthquake and test cure of small shearing-span R.C. corbel under the combination action of vertical force and low-cycle horizontal load was analysized through experiment, and the model of transmitting force was discussed. The examining method for the size of section and calculating formula for reinforment of corbel was given.
出处
《青岛建筑工程学院学报》
1996年第4期20-25,共6页
Journal of Qingdao Institute of Architecture and Engineering
关键词
小剪跨比
水平荷载
配筋率
钢筋混凝土柱
牛腿
small shearing-span ratio ,horizontal load,reinforcement,behavour of resistance to earthquate