摘要
在试验基础上,分析研究了均布荷载作用下钢筋混凝土迭合梁的斜截面受力性能和破坏机理,提出了相应的受剪承载力计算方法。
Based on tests, the shear behaviors and failure mechanism of oblique section of rein forced concrete compound beams under uniformly distributed load are analysed and the relative calculation methods of bearing capacity in shear is represented.
基金
大连理工大学海岸近海工程国家重点实验室基金