摘要
为改善板柱节点的抗震性能,设计了一种钢管混凝土柱贯通楼板,混凝土板简支在柱外侧钢托板上的铰支撑钢管混凝土板柱节点,并对此类节点的抗冲切性能进行了试验研究。
In order to crete-filled steel tube er, the paper makes improve the joint＇ s seismic performances, a kind of swivel joint is designed , by use of a conrunning through the concrete slab and the slab being simply-supported on a circle steel-carrisome experiment researches on this joint＇ s punching-carrying-resistance performances.
出处
《自然灾害学报》
CSCD
北大核心
2008年第4期91-94,共4页
Journal of Natural Disasters
基金
国家自然科学基金项目(50478114)
关键词
铰支撑
板柱节点
抗冲切
hinged bracing
slab-column joint
punching resistance
