摘要
进行了１１根钢筋混凝土深受弯构件在集中和均布荷载作用下受剪性能的试验研究，结合以往的研究成果，较详细地分析了混凝土深受弯构件的剪跨比、跨高比、纵筋配筋率、竖向和水平腹筋等对其受剪承载力的影响。提出了钢筋混凝土深受弯构件受剪承载力计算的建议公式，供我国混凝土结构设计规范修订时补充这方面内容参考。
An experimental research of 11 R C deep flexural members in shear under concentrated load and uniformly distrib- uted load is achieved.The main factors affecting the shear capacity of R C deep flexural members such as shear- span ratio, span-depth ratio,Iongitudinal steel ratio and web reinforcement are discussed in detail.The design for- mulaes for shear capacity of R C deep flexural members are proposed, and this may be a reference for revision of China design code.
出处
《建筑结构》
CSCD
北大核心
2000年第10期19-22,46,共5页
Building Structure
基金
国家自然科学基金资助项目(59478022)
关键词
深受弯构件
深梁
短梁
浅梁
受剪承载力
deep flexural members
deep beams
short beams
shallow beams
shear capacity
