Inelastic Parametric Analysis of Seismic Responses of Multistorey Bidirectional Eccentric Structure

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/7023205/figures/7023205.fig.0022a.svgz" name="7023205.fig.0022a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Tianjin wave</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/7023205/figures/7023205.fig.0022b.svgz" name="7023205.fig.0022b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>EL-Centro wave</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2018/7023205/figures/7023205.fig.0022c.svgz" name="7023205.fig.0022c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Tianjin artificial wave</td></tr></table>

<div>Seismic wave frequency spectra.</div>

Shock and Vibration

fig22

Figure 22

Figure 22: Inelastic Parametric Analysis of Seismic Responses of Multistorey Bidirectional Eccentric Structure 