摘要
结合某试点工程的要求 ,进行了整浇梁板的冷弯薄壁型钢与混凝土组合节点的足尺模型拟静力试验研究。分析研究了低周循环荷载下节点与楼板共同工作中的剪切滞后现象 ,并提出设计建议。
Based on the comand of a testing building,experiment under low\|cycle\|loading i s presented on the composite joint of cold\|bending & light\|gauge steel section an d concrete of monolithically casted slab.Analysed the phenomena of shear Hystere sis of the casted slab in common action,and recommendation on design is improved . \
出处
《建筑技术开发》
2002年第12期3-5,共3页
Building Technology Development
关键词
整浇梁板
冷弯薄壁型钢
混凝土
组合节点
滞回性能
剪切滞后
Cold bending light\|gauge steel section and concrete of composite joint
Hystere sis function
Common action
Shear hysteresis
