Physical Modelling of Roll and Pitch Motions of Travelling or Stationary Ship in Large-Scale Landslide-Generated Waves

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Wave number</td><td class="align_center">Maximum wave height (cm)</td><td class="align_center">Effective wave height (cm)</td><td class="align_center">Maximum period (s)</td><td class="align_center">Effective period (s)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">35</td><td class="align_center">4.082</td><td class="align_center">1.870</td><td class="align_center">1.028</td><td class="align_center">1.023</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Initial wave height and period statistics.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Physical Modelling of Roll and Pitch Motions of Travelling or Stationary Ship in Large-Scale Landslide-Generated Waves 