Evaluation of Seismic Performance of Buildings Constructed on Hillside Slope of Doronka Village-Egypt

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="940923.fig.007a" src="https://static.hindawi.com/articles/isrn/volume-2014/940923/figures/940923.fig.007a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Straining action on slope 60°</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="940923.fig.007b" src="https://static.hindawi.com/articles/isrn/volume-2014/940923/figures/940923.fig.007b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Straining action on slope 45°</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="940923.fig.007c" src="https://static.hindawi.com/articles/isrn/volume-2014/940923/figures/940923.fig.007c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Straining action on slope 25°</td></tr></table></td></tr></table>

<table>Straining actions of 2D building with different types of foundation system and slope angle with El Centro earthquake excitation with PGA equal to 1 g.</table>

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Figure 7

Figure 7: Evaluation of Seismic Performance of Buildings Constructed on Hillside Slope of Doronka Village-Egypt 