• Numerical investigation of the robustness of extended end-plate bolted beam-to-column joints subjected to column removal 

      Autor: Diňo Mateo Joseph Romeo; Vedoucí práce: D´Aniello Mario; Oponent práce: De Martino Attilio
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2017-01-08)
      Emphasis on the study of robustness of structures have gained attention after the famous collapse of infrastructures over the years. After the 9/11 World Trade Center incident, a drastic increase on researches on progressive ...