Seismic and Power Generation Performance of  U-Shaped Steel Connected PV-Shear Wall under Lateral Cyclic Loading

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="362638.fig.0010a" src="https://static.hindawi.com/articles/ijp/volume-2014/362638/figures/362638.fig.0010a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Initial state</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="362638.fig.0010b" src="https://static.hindawi.com/articles/ijp/volume-2014/362638/figures/362638.fig.0010b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Cracks on shear wall</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="362638.fig.0010c" src="https://static.hindawi.com/articles/ijp/volume-2014/362638/figures/362638.fig.0010c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>PV module</td></tr></table></td></tr></table>

<table>Typical damage development. (a) No damage (drift angle: 1/1000). (b) Cracks on shear wall (drift angle: 1/120). (c) No damage on PV module (drift angle: 1/120).</table>

International Journal of Photoenergy

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Figure 10

Figure 10: Seismic and Power Generation Performance of  U-Shaped Steel Connected PV-Shear Wall under Lateral Cyclic Loading 