Construction Method and Process Optimization of Prestress Reverse Tensioning for Large-Span Bidirectional Suspension Steel Roof Structures

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Range (<i>με</i>)</td><td class="align_center">Accuracy</td><td class="align_center">Resolution</td><td class="align_center">Scale distance (mm)</td><td class="align_left"></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">± 1,500</td><td class="align_center">0.5% F.S</td><td class="align_center">1 × 10<sup>−6</sup></td><td class="align_center">129</td><td class="align_left"><object data="https://static.hindawi.com/articles/ace/volume-2024/1668290/figures/1668290.tab-inline.005.svgz" name="1668290.tab-inline.005" type="image/svg+xml"></object></td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3

Table 3: Construction Method and Process Optimization of Prestress Reverse Tensioning for Large-Span Bidirectional Suspension Steel Roof Structures 