Determining Time Variation of Cable Tension Forces in Suspended Bridges Using Time-Frequency Analysis

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr class="thead"><td class="align_left">Cable set</td><td class="align_center">L2/L18</td><td class="align_center">L3/L17</td><td class="align_center">L4/L16</td><td class="align_center">L5/L15</td><td class="align_center">L6/L14</td><td class="align_center">L7/L13</td><td class="align_center">L8/L13</td><td class="align_center">L9/L11</td><td class="align_center">L10</td></tr><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr><td class="align_left">Length (m)</td><td class="align_center">3.4</td><td class="align_center">7.9</td><td class="align_center">11.9</td><td class="align_center">15.2</td><td class="align_center">18.0</td><td class="align_center">20.1</td><td class="align_center">21.6</td><td class="align_center">22.6</td><td class="align_center">22.9</td></tr><tr class="table-tr"><td colspan="10"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Determining Time Variation of Cable Tension Forces in Suspended Bridges Using Time-Frequency Analysis 