Seismic Performance Evaluation of Typical Piers of China’s High-Speed Railway Bridge Line Using Pushover Analysis

<figure class="figure-group responsive"><div class="sub-figure" id="a"><object data="https://static.hindawi.com/articles/mpe/volume-2019/9514769/figures/9514769.fig.004a.svgz" name="9514769.fig.004a" type="image/svg+xml"></object><div class="fig-label">(a) The response spectra on site I</div></div><div class="sub-figure" id="b"><object data="https://static.hindawi.com/articles/mpe/volume-2019/9514769/figures/9514769.fig.004b.svgz" name="9514769.fig.004b" type="image/svg+xml"></object><div class="fig-label">(b) The response spectra on site II</div></div><div class="sub-figure" id="c"><object data="https://static.hindawi.com/articles/mpe/volume-2019/9514769/figures/9514769.fig.004c.svgz" name="9514769.fig.004c" type="image/svg+xml"></object><div class="fig-label">(c) The response spectra on site III</div></div><div class="sub-figure" id="d"><object data="https://static.hindawi.com/articles/mpe/volume-2019/9514769/figures/9514769.fig.004d.svgz" name="9514769.fig.004d" type="image/svg+xml"></object><div class="fig-label">(d) The response spectra on site IV</div></div></figure>

<p>The response spectra of the selected seismic record on four types of sites.</p>

Mathematical Problems in Engineering

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Figure 4

Figure 4: Seismic Performance Evaluation of Typical Piers of China’s High-Speed Railway Bridge Line Using Pushover Analysis 