Applicability of a Simplified SDOF Method in Longitudinal Deck-Pier Poundings of Simply Supported Girder Bridges

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/3569674/figures/3569674.fig.009a.svgz" name="3569674.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>A ground acceleration record of Wenchuan Earthquake</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/3569674/figures/3569674.fig.009b.svgz" name="3569674.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Pseudoacceleration response spectra (5% damping)</td></tr></table>

<div>A record of Wenchuan Earthquake used in the cases.</div>

Shock and Vibration

fig9

Figure 9

Figure 9: Applicability of a Simplified SDOF Method in Longitudinal Deck-Pier Poundings of Simply Supported Girder Bridges 