摘要
本文概述了10个钢筋砼梁柱节点试件及4个光弹试件的试验结果。在此基础上提出了节点抗裂度的计算方法。由国内外的42个试件的试验结果表明,本文建议的公式是精确的,可以用于现浇钢筋砼结构的计算中。
The test results of 10 reinforced concrete beam-column joint specimens and 4 photoelastic test specimens are summarized and analyzed in this paper. Based on these and other available test results, an approach for calculating the crack resistance of joints is presented. From the results of 42 specimens, it can be seen that the equations proposed in this paper are quite accurate and may be applicable to monolithic concrete structures.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1990年第6期38-48,共11页
Journal of Building Structures
