Seismic Evaluation of a Multitower Connected Building by Using Three Software Programs with Experimental Verification

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/8215696/figures/8215696.fig.0023a.svgz" name="8215696.fig.0023a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Frame beam and column</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/8215696/figures/8215696.fig.0023b.svgz" name="8215696.fig.0023b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Coupling beam and core wall</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/8215696/figures/8215696.fig.0023c.svgz" name="8215696.fig.0023c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Slab on connecting floor</td></tr></table>

<div>Damage patterns under major earthquakes (NosaCAD).</div>

Shock and Vibration

fig23

Figure 23

Figure 23: Seismic Evaluation of a Multitower Connected Building by Using Three Software Programs with Experimental Verification 