高强钢筋混凝土框架柱双向受剪性能试验研究  

Experimental research on bilateral shear strength of reinforcement concrete frame columns

作　　者：戎贤[1,2] 张健新[1,2] 李艳艳[1,2] 李婷婷[3] 

机构地区：[1]河北工业大学土木工程学院,天津300401 [2]河北省土木工程技术研究中心,天津300401 [3]天津市泛亚工程机电设备咨询有限公司,天津300204

出　　处：《广西大学学报（自然科学版）》2012年第4期665-670,共6页Journal of Guangxi University（Natural Science Edition）

基　　金：河北省自然科学基金资助项目(E2009000073);河北省建设科学技术研究计划(2010-152)

摘　　要：为研究配置高强钢筋的混凝土框架柱的双向受剪性能,进行了两组12根矩形截面框架柱的试验研究,其中第一组采用单调加载,第二组采用低周往复加载,分析斜向水平荷载下两个主轴方向的配箍量不相等的框架柱破坏特征、承载力、位移、滞回曲线、耗能能力及强度退化等抗震性能。试验结果表明:往复加载时的最大荷载与极限位移均低于单调加载时的最大荷载与极限位移;在加载初期框架柱耗能能力较差,强度退化不明显;随着加载位移逐渐增大,耗能能力也有所提高,强度退化程度明显增加。In order to study the bilateral shear behavior of high strength reinforcement concrete frame columns, two groups of 12 specimens were tested. The two groups are subjected to low cyclic loading and monotonic load, respectively. The damage characteristic, bearing capacity, displacement, hys- teretic curve, energy dissipation and strength degradation of the specimens with different stirrups in both principal directions are compared. It is shown that the maximum load and limit displacement under low cyclic loading is lower than that under the monotonic load. At the beginning of loading, the energy dissipation is weak and the strength degeneration is not obvious. With the increase of dis- placement, the energy dissipation improves and the strength degeneration increases.

关 键 词：混凝土框架柱 双向受剪 斜向水平荷载 

分 类 号：TU375[建筑科学—结构工程]