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  • Mondal, Goutam; Jain, Sudhir Kumar; Prashant, Amit (Earthquake Engineering Research Institute, 2012-08)
    Interaction between a well foundation (caisson) and the surrounding soil during earthquake shaking involves complicated material and interface nonlinearities such as soil inelasticity, separation, sliding, and uplifting. ...
  • Mondal, Goutam; Prashant, Amit; Jain, Sudhir Kumar (Elsevier, 2012-01)
    Seismic analysis of soil–well–pier system was carried out using three different approaches to evaluate their comparative performance and associated complexities. These approaches were (a) two-dimensional nonlinear (2D-NL), ...
  • Ghaisas, Kunal V.; Basu, Dhiman; Brzev, Svetlana; Gavilán, Juan José Pérez (Elsevier, 2017-08)
    The Strut-and-Tie-Model (STM) of a confined masonry wall, with or without opening, consists of an equivalent system, in which the masonry wall is modelled as compression struts and the reinforced concrete (RC) confining ...

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