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.