Evaluation of Dynamic Load Factors for a High-Speed Railway Truss Arch Bridge

<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">Member type</td><td class="align_center">The top chord member</td><td class="align_center">The diagonal web member</td><td class="align_center">The bottom chord member</td><td class="align_center">The deck chord member</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Standard value</td><td class="align_center">1.0115</td><td class="align_center">1.1376</td><td class="align_center">1.1613</td><td class="align_center">1.0549</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Shock and Vibration

tab3

Table 3

Table 3: Evaluation of Dynamic Load Factors for a High-Speed Railway Truss Arch Bridge 