Closure Scheme Analysis of 3 × 70 m Bearingless Integral Rigid Frame Bridge of Fuzhou Xiamen High-Speed Railway

<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">Material properties</td><td class="align_center">Values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Elastic modulus</td><td class="align_center">36000 MPa</td></tr><tr><td class="align_left">Weight by volume</td><td class="align_center">26.5 KN/m</td></tr><tr><td class="align_left">Thermal expansion ratio</td><td class="align_center">0.00001</td></tr><tr><td class="align_left">Poisson ratio</td><td class="align_center">0.18</td></tr><tr><td class="align_left">Prestressed concrete strength</td><td class="align_center">≥95%</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material characteristics of prestressed concrete.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Closure Scheme Analysis of 3 × 70 m Bearingless Integral Rigid Frame Bridge of Fuzhou Xiamen High-Speed Railway 