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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Logarithmic plastic bulk modulus</td><td class="align_center">Stress ratio at critical state</td><td class="align_center">Initial yield surface size (kPa)</td><td class="align_center">Ratio of the flow stress in triaxial tension to the flow stress in triaxial compression</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">0.174</td><td class="align_center">1</td><td class="align_center">100</td><td class="align_center">1</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Values of the parameters for the hardening law.</div>

Shock and Vibration

tab4

Table 4

Table 4: Dynamic Response of Offshore Wind Turbine with a New Monopile Foundation under Different Lateral and Seismic Loadings 