机译:倒T形梁:实验和拉杆和拉杆建模
Simpson Gumpertz & Heger, Inc;
Osseous Structural Engineering, Ciudad Juarez, Mexico;
Florida International University, Miami, FL;
Department of Civil, Environmental, and Architectural Engineering at the University of Texas at Austin;
Charles Elmer Rowe Fellowship in Engineering at the University of Texas at Austin;
D-region; inverted-T beam; laboratory testing; large-scale; nonlinear design; reinforced concrete; shear; shear span; strut-and-tie;
机译:使用Strut-And-Tie模型评估Web加固不足的深梁
机译:在端部横梁上简化的拉杆-拉杆模型的建议和实验验证
机译:在倾斜结束梁上的简化支柱和领带模型的提案和实验验证
机译:梁的塑性铰性能取决于钢筋混凝土梁柱节点变形的压拉模型
机译:采用开放式砌体梁的预测强度,采用支柱 - 领带建模改变垂直加固
机译:钢筋混凝土深梁的压杆模型
机译:利用拉杆 - 拉杆模型和非线性分析预测短直杆锚固深梁的性能
机译:Dapped Beam细节的拉杆和拉杆模型研究