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钢筋混凝土T形薄腹梁抗剪承载力的理论分析及试验研究
引用本文:于立新,孔枫,等.钢筋混凝土T形薄腹梁抗剪承载力的理论分析及试验研究[J].吉林建筑工程学院学报,1999(1):8-13,39.
作者姓名:于立新  孔枫
作者单位:[1]吉林建筑工程学院成教学院130021 [2]吉林省林业设计院
摘    要:本文利用软化桁架模型理论分析和推导了薄腹梁的抗剪承载力计算公式。利用试验结果复核了抗剪承载力,两结果比较接近且偏于安全。

关 键 词:钢筋混凝土  T形薄腹梁  抗剪承载力  理论分析  试验研究  均布荷载

Theoretical Analysis and Experimental Study on Shear Bearing Capacity of T Formed Thin Webbed Girder for Reinforced Concrete
Yu Lixin, Jin Zhengzi.Theoretical Analysis and Experimental Study on Shear Bearing Capacity of T Formed Thin Webbed Girder for Reinforced Concrete[J].Journal of Jilin Architectural and Civil Engineering,1999(1):8-13,39.
Authors:Yu Lixin  Jin Zhengzi
Affiliation:Yu Lixin; Jin Zhengzi (College of Adult Education) Kong Feng (Jilin Provice Design Institute of Forestry Reconnaissance)
Abstract:Based on the softened truss model theory, calculating formulas of shear bear- ing capacity for thin webbed girder are analysed and conducted. Furthermore, the shear bearing capacity is examined with experimental results.
Keywords:thin webbed girder  shear bearing capacity  load uniform distribution  
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