Abstract
ABSTRACT The effects of soil–structure interaction on seismic responses of structures have always been a challenging topic for earthquake and structural engineers. Over the years, different ways have been introduced by researchers to consider the effect of this phenomenon during design procedure of structures. In this study, the performance of three different modelling methods including one direct and two substructure approaches has been compared to reveal the ability of each method to estimate the seismic responses of mid-rise structures. For this purpose, the seismic behaviour of two steel moment-resisting frames under different modelling conditions has been investigated and the results have been reported in terms of interstorey drift ratio.
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