Equivalent linear pseudostatic and dynamic modelling of vertically vibrating monopile
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DOI: 10.1016/j.marstruc.2020.102870
Abstract: Abstract To optimize offshore wind turbine (OWT) design, an engineering tool has been developed allowing for a detailed investigation of the effects of nonlinear soil stiffness and damping on foundation dynamics. We have studied the… read more here.
Keywords: linear pseudostatic; foundation; stiffness damping; equivalent linear ... See more keywords