A Multimode Adaptive Pushover Procedure for Seismic Assessment of Integral Bridges

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="941905.fig.0011a" src="https://static.hindawi.com/articles/ace/volume-2013/941905/figures/941905.fig.0011a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Regular bridge (B222)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="941905.fig.0011b" src="https://static.hindawi.com/articles/ace/volume-2013/941905/figures/941905.fig.0011b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Irregular bridge (B123)</td></tr></table></td></tr></table>

<table>Column base moments of B222 and B123 under Tabas record (PGA = 0.2 g<b>−</b>1.2 g).</table>

Advances in Civil Engineering

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Figure 11

Figure 11: A Multimode Adaptive Pushover Procedure for Seismic Assessment of Integral Bridges 