The Influence of Buckling Mode and Buckling Stability Coefficient of Rigid-Frame Bridge during Construction in Cold Region

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/5690355/figures/5690355.fig.001a.svgz" name="5690355.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Huatupo Super Bridge of Neijiang-Kunming Railway</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/5690355/figures/5690355.fig.001b.svgz" name="5690355.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Qingshui River Bridge of Nanning-Kunming Railway</td></tr></table>

<div>Application of continuous rigid-frame bridge in road construction.</div>

Geofluids

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Figure 1

Figure 1: The Influence of Buckling Mode and Buckling Stability Coefficient of Rigid-Frame Bridge during Construction in Cold Region 