机译:用基因表达程序设计细长RC梁的抗剪强度,第一部分:无抗剪加固
Department of Civil Engineering, The University of Akron, 244 Sumner St., ASEC 210, Akron, OH 44325-3905, USA;
Department of Civil and Environmental Engineering, Engineering Building, Michigan State University, East Lansing, MI 48824, USA;
Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada;
School of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran;
Shear strength; Reinforced concrete beam; Normal and high-strength concrete; Gene expression programming; Formulation;
机译:基于修正压缩场理论的无剪钢筋混凝土梁抗剪强度评估
机译:使用改进的压缩场理论评估RC梁的剪切强度而不使用剪切钢筋
机译:腹板无筋钢筋混凝土细长梁的蠕变剪切破坏分析研究
机译:纵向加固比对不同装载率下RC细长梁剪切强度的影响
机译:混凝土强度和纵向配筋率对带有或不带有横向钢筋的大型钢筋混凝土梁抗剪强度的影响。
机译:配筋率对带或不带纤维剪力的工字型UHPC梁剪力性能的影响
机译:无剪切钢筋的细长RC梁剪切强度评估
机译:无横向钢筋的外梁柱节点抗剪强度模型