• Local buckling and deformation capacity of tubes in steel structures 

      Gresnigt, A. M.; Karamanos, S. A. (2008)
      In this paper, the focus is on local buckling limits after yielding of the cross section (plastic buckling). This is in contrast to thin cylindrical shells, where local buckling occurs at stresses below the yield stress ...
    • Local buckling limits of tubular sections in bending and compression 

      Gresnigt, A. M.; Willemse, C. A.; Karamanos, S. A. (2010)
      In design standards and recommended practices a large scatter can be observed in local buckling limits. Some can be explained from different design focuses and safety requirements but much is not clear. The traditional ...
    • Local buckling strength and deformation capacity of pipes 

      Gresnigt, A. M.; Karamanos, S. A. (2009)
      Local buckling in cylindrical shells may occur elastically or plastically, mainly depending on the diameter to wall thickness ratio. In offshore structures plastic local buckling is mostly the governing criterion. In thin ...
    • On the seismic behaviour and design of liquid storage tanks 

      Pappa, P.; Vasilikis, D.; Vazouras, P.; Karamanos, S. A. (2011)
      The paper examines some special issues on the structural behaviour of upright-cylindrical liquid storage tanks, which are widely used in industrial facilities and for water storage. Two main design standards are considered: ...