摘要
试验共设计了4个试件,其中1个为对比试件,另外3个为在梁端塑性铰区钢筋骨架外侧绑扎不同层数和不同网格间距的镀锌焊接钢丝网的加强试件。通过低周反复加载试验,研究在低周反复荷载作用下镀锌焊接钢丝网加强试件与对比试件的受力特性、破坏特征、滞回曲线、延性和刚度退化等抗震性能的变化。试验结果表明,梁端绑扎镀锌焊接钢丝网能够有效改善和延缓混凝土保护层的脱落,试件的延性、刚度退化程度明显好于梁端未绑扎镀锌焊接钢丝网的试件。
Four members were designed in the test,including comparison one and another three members with different layers and apertures of galvanized welded steel mesh assembled outside of hoop reinforcement in the area of beam-end plastic hinge area. Through the low-cyclic loading test,the seismic behaviors of the four members were studied including mechanical characteristics,damage characteristics,hysteresis curve,ductility and stiffness degradation. Test results show that assembling the galvanized welded steel mesh at beam end can effectively improve and delay the spall of the concrete cover,and help the ductility and the stiffness degradation level behave significantly better than those of the regular member.
出处
《建筑结构》
CSCD
北大核心
2014年第23期74-79,共6页
Building Structure
基金
国家自然科学基金(51178014
51078011)
