A Cumulative Expansion Force-Finding Method for Suspension-Cable Truss Composite Structure

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Node number</td><td class="align_center"><i>e</i>1 (1)</td><td class="align_center"><i>f</i>1 (2)</td><td class="align_center"><i>e</i>2 (3)</td><td class="align_center"><i>f</i>2 (4)</td><td class="align_center"><i>e</i>3 (5)</td><td class="align_center"><i>f</i>3 (6)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Vertical deformation ( mm)</td><td class="align_center">−0.01</td><td class="align_center">−0.90</td><td class="align_center">−0.03</td><td class="align_center">−0.90</td><td class="align_center">−0.01</td><td class="align_center">−0.90</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Vertical deformation of main truss self-anchor stocks end nodes.</div>

Advances in Civil Engineering

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Table 3

Table 3: A Cumulative Expansion Force-Finding Method for Suspension-Cable Truss Composite Structure 