文摘
Numerical implementation of seismic soil pile structure interaction by including contact and sliding behavior between soil and pile, earthquake and absorbing boundary conditions for semi infinite soil domain, soil nonlinearity under small loading condition, integrated superstructure and foundation system has been considered. Effect of 2015 Nepal earthquake on asymmetrical buildings of different configuration like L, T and C shape including interaction effect. Study the effect of peak ground acceleration of the earthquake and asymmetry of the buildings on its response to understand the risk criterion under seismic event. Comparative analysis of 3 different earthquakes with Nepal earthquake in context of asymmetrical buildings.