Effect of Turbine Weight on the Seismic Response of a Wind Turbine-Monopile System Located in Liquefied Multilayer Soil

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">Description</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">$matTag</td><td class="align_center">Material identification number</td></tr><tr><td class="align_left">$Fy</td><td class="align_center">Material yield stress (0.40 GPa)</td></tr><tr><td class="align_left">$E</td><td class="align_center">Modulus of elasticity (200 GPa)</td></tr><tr><td class="align_left">$b</td><td class="align_center">Rehardening ratio (0.01)</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Element parameters in steel02.</div>

Shock and Vibration

tab2

Table 2

Table 2: Effect of Turbine Weight on the Seismic Response of a Wind Turbine-Monopile System Located in Liquefied Multilayer Soil 