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.004a" src="https://static.hindawi.com/articles/ace/volume-2013/941905/figures/941905.fig.004a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Soil-pile interaction (<i>p-y</i> curves)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="941905.fig.004b" src="https://static.hindawi.com/articles/ace/volume-2013/941905/figures/941905.fig.004b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Soil-wingwall-abutment interaction</td></tr></table></td></tr></table>

<table>Soil-structure interaction at abutments and foundation of piers.</table>

Advances in Civil Engineering

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Figure 4

Figure 4: A Multimode Adaptive Pushover Procedure for Seismic Assessment of Integral Bridges 