Evaluation on Impact Interaction between Abutment and Steel Girder Subjected to Nonuniform Seismic Excitation

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2015/981804/figures/981804.fig.003a.svgz" name="981804.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Profile of a two-span steel continuous girder bridge (unit: cm)</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2015/981804/figures/981804.fig.003b.svgz" name="981804.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Detailed cross section of the pier and abutment (unit: cm)</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2015/981804/figures/981804.fig.003c.svgz" name="981804.fig.003c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Detailed cross section of a pier (unit: mm)</td></tr></table>

<div>Profile of a steel continuous girder bridge.</div>

Shock and Vibration

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Figure 3

Figure 3: Evaluation on Impact Interaction between Abutment and Steel Girder Subjected to Nonuniform Seismic Excitation 