Container Quay Crane Structural Response under Trolley Traveling

<table class="table-group" id="tab1"><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">Numerical value (t)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Beam length (m)</td><td class="align_center">20</td></tr><tr><td class="align_left">Moment of inertia of beam cross section (m<sup>4</sup>)</td><td class="align_center">0.038</td></tr><tr><td class="align_left">Loading mass (t)</td><td class="align_center">20, 40, 60, 80</td></tr><tr><td class="align_left">Trolley velocity (m/min)</td><td class="align_center">240, 350, 480</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of dynamic equilibrium equations model.</div>

Advances in Materials Science and Engineering

tab1

Table 1

Table 1: Container Quay Crane Structural Response under Trolley Traveling 