Integrated System of Structural Health Monitoring and Intelligent Management for a Cable-Stayed Bridge

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td align="left">Monitoring position</td><td align="center">Number</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left">Midsection of the main span</td><td align="center">12</td></tr><tr><td align="left">1/4, 3/4 section of main span</td><td align="center">24</td></tr><tr><td align="left">Midsection of the side span</td><td align="center">24</td></tr><tr><td align="left">Section of steel box girder at each pier top </td><td align="center">16</td></tr><tr><td align="left">T0, T1, and T7 and top section of steel arch tower</td><td align="center">56</td></tr><tr><td align="left">Section of the lateral steel beam</td><td align="center">16</td></tr><tr><td align="left">Section of the approach</td><td align="center">100</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

The Scientific World Journal

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Table 6

Table 6: Integrated System of Structural Health Monitoring and Intelligent Management for a Cable-Stayed Bridge 