摘要
本文通过对平板结构中柱节点在剪力与不平衡弯矩共同作用下的试验，分析国内外对中柱节点的研究资料，认为节点的破坏形态可分为弯曲破坏与剪切破坏二种形式，并给出了节点弯曲破坏与剪切破坏的计算方法，经验算，与试验结果符合情况较好。
Based on the test of interior slab-column connection in RC flat slab structures under thecombined action of punching shear and unbalanced moment, and the incorporation of analysisresults of previous tests at home and abroad, a method of calculating bending failure and shearfailure of interor slab-column connections is presented in this paper. The comparison of thecalculated results with test results shows that the suggested method is suitable.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1997年第5期32-42,共11页
Journal of Building Structures
基金
建设部抗震办公室基金
上海市科学技术发展基金
关键词
柱节点
不平衡弯矩
混凝土平板结构
剪力
计算
interior slab-column connection, unbalanced moment, bending failure, shear failure, yield line theory, analogue beam method
