Dynamic Response of Offshore Wind Turbine with a New Monopile Foundation under Different Lateral and Seismic Loadings

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Effective unit weight (kN·m<sup>−3</sup>)</td><td class="align_center">Modulus of elasticity (MPa)</td><td class="align_center">Angle of friction (deg.)</td><td class="align_center">Cohesion (kPa)</td><td class="align_center">Friction coefficient</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">10</td><td class="align_center">30</td><td class="align_center">33</td><td class="align_center">2</td><td class="align_center">0.4</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Soil characteristics [<a href="/journals/sv/2024/2329389/#B23" target="_blank">23</a>].</div>

Shock and Vibration

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Table 3

Table 3: Dynamic Response of Offshore Wind Turbine with a New Monopile Foundation under Different Lateral and Seismic Loadings 