摘要
根据小跨高比梁的试验资料，分析混凝土和腹筋的抗剪作用，提出受弯构件受剪承载力的统一计算公式，供设计人员参考．
Based on the experiment results about the small span-depth ratio beams,the shearing strength of concrete and web reinforcement is analyzed and the unified formulae of shearing capacity are proposed for designers.
出处
《武汉水利电力大学学报》
CSCD
1994年第3期231-235,共5页
Engineering Journal of Wuhan University
基金
水利水电基金
关键词
混凝土
剪跨比
跨高比
承载力
span-depth ratio
shear-span ratio
web reinforcement
bearing capacity
