An Analytical Procedure to Predict Transverse Vibration Response of Jack-Up Riser under the Random Wave Load

<div class="floats-full-page floats-full-page-other"><h2>Table 2</h2><div class="floats-full-page-caption"><div>First five order load coefficients of the beam in the experiment.</div></div><div class="floats-full-page-content"><table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr /></td></tr><tr class="thead"><td class="align_left"><i>N</i></td><td class="align_center">1</td><td class="align_center">2</td><td class="align_center">3</td><td class="align_center">4</td><td class="align_center">5</td></tr><tr><td class="thead-hr" colspan="6"><hr /></td></tr><tr><td class="align_left">Ψ<sub><i>n</i></sub></td><td class="align_center">−0.0033</td><td class="align_center">−0.0066</td><td class="align_center">−0.0101</td><td class="align_center">0.0444</td><td class="align_center">0.0547</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr" /></td></tr></table></td></tr></table></div></div>

Table 2 | An Analytical Procedure to Predict Transverse Vibration Response of Jack-Up Riser under the Random Wave Load

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Table 2: An Analytical Procedure to Predict Transverse Vibration Response of Jack-Up Riser under the Random Wave Load

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Table 2

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