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Non-linear finite element analysis for prediction of seismic response of buildings considering soil-structure interaction
2012
Natural Hazards and Earth System Sciences
<p><strong>Abstract.</strong> The objective of this paper focuses primarily on the numerical approach based on two-dimensional (2-D) finite element method for analysis of the seismic response of infinite soil-structure interaction (SSI) system. This study is performed by a series of different scenarios that involved comprehensive parametric analyses including the effects of realistic material properties of the underlying soil on the structural response quantities. Viscous artificial boundaries,
doi:10.5194/nhess-12-3495-2012
fatcat:gth5g3hgundzpcunbgd6bzcmhq