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

Theoretical Analysis and Experimental Study on Shear Bearing Capacity of T Formed Thin Webbed Girder for Reinforced Concrete

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．

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.