Prestress Design of Tensegrity Structures Using Semidefinite Programming

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_center" colspan="4">Member prestresses</td><td class="align_center" rowspan="2"><i>T</i><sub>s</sub></td><td class="align_center" rowspan="2"><i>T</i><sub>c</sub></td></tr><tr class="thead"><td class="align_left">1–12</td><td class="align_center">13–24</td><td class="align_center">25–96</td><td class="align_center">97–132</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">0.408</td><td class="align_center">0.816</td><td class="align_center">0.577</td><td class="align_center">−1.000</td><td class="align_center">1</td><td class="align_center">3</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Analytical result of example 3.</div>

Advances in Civil Engineering

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Table 3

Table 3: Prestress Design of Tensegrity Structures Using Semidefinite Programming 