Risk Assessment Method for Offshore Structure Based on Global Sensitivity Analysis

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td align="left">Distribution models</td><td align="center">Wave height with 100 yr return period (m)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left">PIII</td><td align="center">8.63</td></tr><tr><td align="left">GEV</td><td align="center">8.83</td></tr><tr><td align="left">MCEVD</td><td align="center">6.92</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Prediction result for wave height by different probabilistic models.

Modelling and Simulation in Engineering

tab3

Table 3

Table 3: Risk Assessment Method for Offshore Structure Based on Global Sensitivity Analysis 