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.001a.svgz" name="3569674.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Pounding between decks and blocks</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/3569674/figures/3569674.fig.001b.svgz" name="3569674.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Pounding between the higher deck and the pier top</td></tr></table>

<div>Examples related to the deck-pier pounding issue.</div>

Shock and Vibration

fig1

Figure 1

Figure 1: Applicability of a Simplified SDOF Method in Longitudinal Deck-Pier Poundings of Simply Supported Girder Bridges 