钢管混凝土板柱节点受力性能——基于抗倒塌理论的研究  

Bearing capacity of slab-column joint of concrete-filled tube column:a research based on anti-collapse theory

作　　者：朱宏权 檀文迪[2] 

机构地区：[1]唐山工程建设有限公司,河北唐山063009 [2]河北理工大学,河北唐山063009

出　　处：《自然灾害学报》2009年第4期150-153,共4页Journal of Natural Disasters

基　　金：国家自然科学基金资助项目(50478114)

摘　　要：为改善钢管混凝土板柱节点的受力性能,以抗倒塌理论为基础,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 improve the concrete-filled tube slab-column joint＇s seismic performances, a kind of impene-trated slab was designed based on anti-collase theory. The slab is simply supported on concrete-filled tube slab-column joint which locates at the braced pallet outside the column and the impect-resistance tests of this kind of joint were conducted.

关 键 词：钢管混凝土 板柱节点 抗冲切 

分 类 号：TU375[建筑科学—结构工程]