摘要
根据国内外的大量试验资料，采用数理统计和理论分析相结合的方法，研究了混凝土强度、跨高比、配筋率和箍筋特征值等对均布荷载作用下钢筋混凝土梁受剪承载力的影响规律。提出的均布荷载钢筋混凝土梁受剪承载力计算公式，概念明确，形式简捷，与试验结果符合良好。
In this paper. the effects of the concrete strength, the span to depth ratio, the longitudinal reinforcementratio and the stitrup ratio on the shear strength of reinforced concrete beams subject to uniformly distributedload are investigated. The formulas are proPosed to calculate the shear strength of reinforced concrete beamssubject to uniformlg distribute load, they are simple and in better agreement with a large number of experimentaldata, and available for practical design.
出处
《港口工程》
1997年第1期36-38,50,共4页
基金
大连理工学海岸与近海工程国家重点实验室基金
