Improved Dynamical Particle Swarm Optimization Method for Structural Dynamics

<table class="fixed-width table-group" id="tab4"><tr><td><table class="table"><colgroup><col style="width:3.19em"/><col style="width:4.67em"/><col style="width:4.67em"/><col style="width:4.67em"/><col style="width:8.16em"/></colgroup><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Case</td><td class="align_center">A<sub>1</sub>(cm<sup>2</sup>)</td><td class="align_center">A<sub>2</sub>(cm<sup>2</sup>)</td><td class="align_center">A<sub>3</sub>(cm<sup>2</sup>)</td><td class="align_center">Final weight(kN)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">1020,81</td><td class="align_center">866,56</td><td class="align_center">612,94</td><td class="align_center">1,5605</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Results for the design case of minimum weight of the 3-story shear building.</div>

Mathematical Problems in Engineering

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Table 4

Table 4: Improved Dynamical Particle Swarm Optimization Method for Structural Dynamics 