Train-Bridge Dynamic Behaviour of Long-Span Asymmetrical-Stiffness Cable-Stayed Bridge

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Item</td><td class="align_center">Specification</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Train</td><td class="align_center">Type-A train with 8 vehicles</td></tr><tr><td class="align_left">Speed</td><td class="align_center">60/80/100/120 km/h</td></tr><tr><td class="align_left">Running direction</td><td class="align_center">From the low tower side to the high tower side</td></tr><tr><td class="align_left">Focused section</td><td class="align_center">The location on the main span, which is 40m–100 m away from the tower (Section-A and Section-B)</td></tr><tr><td class="align_left">Observation points</td><td class="align_center">L1-L4 and R1-R4</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Shock and Vibration

tab2

Table 2

Table 2: Train-Bridge Dynamic Behaviour of Long-Span Asymmetrical-Stiffness Cable-Stayed Bridge 