Experimental Study on Static Performance of Deployable Bridge Based on Cable-Strengthened Scissor Structures

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Case</td><td class="align_center">Case 1</td><td class="align_center">Case 2</td><td class="align_center">Case 3</td><td class="align_center">Case 4</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Strain (<i>με</i>)</td><td class="align_center">300</td><td class="align_center">400</td><td class="align_center">500</td><td class="align_center">600</td></tr><tr><td class="align_left">Pretension (N)</td><td class="align_center">452</td><td class="align_center">603</td><td class="align_center">754</td><td class="align_center">905</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Control strain of cable pretension.</div>

Advances in Civil Engineering

tab1

Table 1

Table 1: Experimental Study on Static Performance of Deployable Bridge Based on Cable-Strengthened Scissor Structures 