摘要
通过5根缺口梁的抗剪试验,分析配箍筋缺口梁的受力状况,探讨缺口梁的配筋原理,并建立抗剪极限承载力计算公式.可供工程设计和制定砼设计规范时参考.
Based on shear test taken on 5 notched concrete beams,the authors analyse the force conditions of notched beam with stirrup land inquire into the principle of reinforcement in notched beam;and work out a formula for computing the limiting shear bearing capacity. The conclusion may serve as a reference for engineering design and the preparation of concrete design specifications.
出处
《华侨大学学报(自然科学版)》
CAS
1994年第3期289-292,共4页
Journal of Huaqiao University(Natural Science)
基金
工程建设国家标准规范重点科研计划和国务院侨办重点科研基金
关键词
抗剪承载力
箍筋
缺口梁
shear bearing capacity,stirrup,notched beam