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机译:RC深梁抗剪强度的微平面模型数值研究。
Univ Sheffield, Dept Civil & Struct Engn, Sir Frederick Mappin Bldg,Mappin St, Sheffield S1 3JD, S Yorkshire, Iraq|Salahaddin Univ Erbil, Dept Civil Engn, Kirkuk Rd, Erbil, Iraq;
Univ Sheffield, Dept Civil & Struct Engn, Sir Frederick Mappin Bldg,Mappin St, Sheffield S1 3JD, S Yorkshire, Iraq;
Univ Sheffield, Construct Innovat, Dept Civil & Struct Engn, Sir Frederick Mappin Bldg,Mappin St, Sheffield S1 3JD, S Yorkshire, England|Univ Sheffield, Ctr Cement & Concrete, Dept Civil & Struct Engn, Sir Frederick Mappin Bldg,Mappin St, Sheffield S1 3JD, S Yorkshire, England;
Deep beams; Finite-element analysis; Microplane model M4; Effectiveness factor of concrete strut; Code comparison; Concrete and masonry structures;
机译:RC连续深梁的剪切转移机制和强度建模
机译:钢筋混凝土深梁抗剪强度预测的模糊建模方法
机译:钢筋混凝土深梁抗剪强度预测的新支杆-模型
机译:基于细拉压杆模型的RC深梁最大抗剪强度的尺寸相关预测
机译:外部粘结FRP加固的RC梁的性能和强度。
机译:使用CFRP层压板剪切强化剪切强化沟槽环氧锚固系统的实验和分析研究
机译:方形和圆形大开口CFRP抗剪钢筋混凝土深梁受力性能的数值分析