东南大学学报（英文版）2021，Vol.37Issue(4)：408-412,5.DOI:10.3969/j.issn.1003-7985.2021.04.010
错层板柱节点抗震性能试验研究
Experimental study on the seismic performance of staggered slab-column joints
摘要
Abstract
The low-cycle loading test of two staggered slab-column-boundary beam joints was carried out to study their seismic performance.The crack development,load-displacement relationship,displacement ductility,and energy dissipation performance of the staggered slab-column joints(SSCJ) were studied.Experimental results reveal that both specimens present short-column brittle shear failure.Furthermore,an obvious hysteretic curve pinching phenomenon occurred.Thus,it can be concluded that the seismic performance of the joints is insufficient.These results suggest that the anchorage of the longitudinal reinforcement of the slab in the joint's core area should be improved,and attention should be paid to the short-column stirrup configuration of the SSCJ.These results can provide a research basis for the design of such joints in future applications.关键词
错层结构/板柱节点/边梁/抗震性能/低周反复加载Key words
staggered floor structure/slab-column joints/boundary beam/seismic performance/low cyclic loading分类
建筑与水利引用本文复制引用
许巍,梁书亭..错层板柱节点抗震性能试验研究[J].东南大学学报（英文版）,2021,37(4):408-412,5.基金项目
The National Natural Science Foundation of China(No.59878013). （No.59878013）
