• Modelling the Shear Behavior of Short Columns under Single Curvature 

      Autor: Al-Yousefi Gamil Gamal Ali Ahmed; Vedoucí práce: Mihaylov Boyan; Oponent práce: Demonceau Jean-Francois
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2018-02-09)
      Short concrete columns are the structural members dominated with nonlinear strains distribution (D region), and they are characterized with small shear span to depth ratios. Since short columns fail in brittle shear pattern, ...