Field Monitoring and Numerical Analysis of the Reinforced Concrete Foundation of a Large-Scale Wind Turbine

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Monitoring point</td><td class="align_center"><i>K</i></td><td class="align_center"><i>a</i></td><td class="align_center"><i>c</i></td><td class="align_center"><i>R</i><sup>2</sup></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">SM-0°</td><td class="align_center">8.58</td><td class="align_center">0.0386</td><td class="align_center">4.09</td><td class="align_center">0.985</td></tr><tr><td class="align_left">SM-180°</td><td class="align_center">15.09</td><td class="align_center">0.0296</td><td class="align_center">3.96</td><td class="align_center">0.943</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of the logistic model.</div>

Advances in Materials Science and Engineering

tab6

Table 6

Table 6: Field Monitoring and Numerical Analysis of the Reinforced Concrete Foundation of a Large-Scale Wind Turbine 