摘要
在对试验数据进行分析的基础上，根据现规范的特点，建立了圆形截面构件受剪承载力的计算公式，通过与试验结果比较，证明安全可靠，并与现规范推荐算法的结果吻合较好，可供工程设计和科研人员参考。
Based on the analysis of the test data and the characteristics of the active code, a formula for calculating the shearbearing capacity of RC circular section members is provided, good agreement is achieved between theoretical and test results. It may be a reference for design and further studies.
出处
《建筑技术开发》
2006年第8期4-5,7,共3页
Building Technology Development
关键词
钢筋混凝土
圆形截面
受剪承载力
Reinforced concrete
Circular section
Shear-bearing capacity
