Method for Determining Longitudinal Stiffness of Combined Double Thin-Walled Pier Based on Train-Track-Bridge Interaction

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Steel</td><td class="align_center">Yield strength (MPa)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">U71Mn, U71MnG</td><td class="align_center">457</td></tr><tr><td class="align_left">U75 V, U75VG, U76CrRE, U77MnCr, U78CrV</td><td class="align_center">472</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Yield strengths of different kinds of steels for the rail.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Method for Determining Longitudinal Stiffness of Combined Double Thin-Walled Pier Based on Train-Track-Bridge Interaction 