• Analysis of Design Methodologies of Free From Damage Moment Resisting Frames 

      Autor: Inca Cabrera Eliana; Vedoucí práce: Landolfo Raffaele; 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)
      The well-known destructive capacity of earthquakes around the world, justifies by itself every study made to improve the design methodologies that structural engineers use nowadays. Over the past years an important field ...
    • Analytical and Numerical Investigation of Detachable Short Links with Flush and Extended-End Plate Connections 

      Autor: Saflor Lourrey May; Vedoucí práce: Landolfo Raffaele; Oponent práce: De Martino Attilio
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2018-02-01)
      Along with the increasing utilization of steel in -capacity design of structures, an eccentrically braced frame (EBF) is one of the structural typologies introduced with links acting in bending and/or shear to resist ...
    • Numerical Investigations into the Seismic Behaviour of Free from Damage Joints 

      Autor: Krehnbrink Joshua Leo; Vedoucí práce: Landolfo Raffaele; Oponent práce: De Martino Attillio
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2018-02-01)
      The current strategy implemented in EN 1998 for designing buildings with resistance against seismic actions is based on capacity design principles. This method allows the formation of plastic hinges into predefined parts ...