Experimental Analysis of Static and Dynamic Performance for Continuous Warren Truss Steel Railway Bridge in Heavy Haul Railway

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Measuring point location</td><td class="align_center">Cycle 1</td><td class="align_center">Cycle 2</td><td class="align_center">Cycle 3</td><td class="align_center">Mean</td><td class="align_center">Calculated</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Midspan deflection</td><td class="align_center">3.38</td><td class="align_center">3.26</td><td class="align_center">3.31</td><td class="align_center">3.32</td><td class="align_center">3.81</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Statistical table of measured stringer deflection value.</div>

Modelling and Simulation in Engineering

tab3

Table 3

Table 3: Experimental Analysis of Static and Dynamic Performance for Continuous Warren Truss Steel Railway Bridge in Heavy Haul Railway 