• Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints 

      Autor: Mikheeva Margarita; Vedoucí práce: Simoes Rui António Duarte; Oponent práce: Costa Ricardo José
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2017-01-08)
      Hollow sections appear to be very attractive from the architectural and structural point of view. They exhibit high aesthetic performance along with significant resistance to compression, bending and torsion. Additionally, ...