• Analysis and design of buried steel water pipelines in seismic areas 

      Karamanos S.A., Sarvanis G.C., Keil B.D., Card R.J. (2017)
      This paper offers an overview of available methodologies and provisions for the structural analysis and mechanical design of buried welded steel water pipelines subjected to earthquake action. Both transient (wave-shaking) ...
    • Analytical methodologies for buried pipeline design in geohazard areas 

      Sarvanis G.C., Karamanos S.A. (2016)
      In geohazard areas, buried pipelines are subjected to permanent ground deformations, which constitute major threats for their structural safety. Geohazards include seismic fault movement, liquefaction-induced lateral ...
    • Efficient numerical modeling of liquefaction-induced deformations of soil structures 

      Papadimitriou, A.; Andrianopoulos, K.; Bouckovalas, G. (2008)
      A new numerical methodology is presented for the simulation of the non cohesive soil response under small, medium and large cyclic shear strains, with special interest given to liquefaction phenomena. The new methodology ...
    • Parametric investigation of lateral spreading of gently sloping liquefied ground 

      Valsamis, A. I.; Bouckovalas, G. D.; Papadimitriou, A. G. (2010)
      This paper investigates the main parameters affecting the anticipated maximum surface displacements due to earthquake-induced lateral spreading of mildly sloping ground. The main tool used for this purpose is a numerical ...
    • Seismic design of buried steel water pipelines 

      Karamanos, S. A.; Keil, B.; Card, R. J. (2014)
      The present paper provides an overview of available tools and provisions for the structural analysis and design of buried welded (continuous) steel water pipelines in seismic areas, subjected to earthquake action. Both ...