• Earthquake resistant design and rehabilitation of masonry historical structures 

      Asteris, P. G.; Tzamtzis, A. D.; Vouthouni, P. P.; Sophianopoulos, D. S. (2005)
      A general methodology for the earthquake resistant design and rehabilitation of damaged masonry historical structures is presented. The whole process is illustrated through a case study: The rehabilitation of Zoodohos Pigi ...
    • Lateral loading of internally pressurized steel pipes 

      Karamanos, S. A.; Andreadakis, K. P.; Gresnigt, A. M. (2005)
      The paper examines the denting response of tubular members and pipes subjected to lateral (transverse) quasi-static loading, in the presence of internal pressure. Tubes are modeled with nonlinear shell finite elements, and ...
    • Pipe response under concentrated lateral loads and external pressure 

      Andreadakis, K. P.; Karamanos, S. A. (2006)
      The paper focuses on the denting the response of pipeline segments subjected to lateral quasi-static wedge loading, in the presence of internal pressure. Nonlinear finite element models of pipeline segments, which are in ...
    • Response prediction for horizontally loaded pile groups 

      Comodromos, E. M. (2003)
      The load-deflection curve simulating the response of pile foundation under horizontal loading is indispensable for the design of piles to resist lateral loads. A static horizontal pile load test or even an adequate p-y ...
    • SCFs and fatigue design of multi-planar tubular DT-joints 

      Karamanos, S. A.; Romeijn, A.; Wardenier, J. (2001)
      The present paper concerns the fatigue design of multi-planar welded tubular DT (double T) steel connections. Stress Concentration Factors (SCFs) are used for the calculation of the hot-spot stress of the joint and, ...