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.005a" src="https://static.hindawi.com/articles/isrn/volume-2014/940923/figures/940923.fig.005a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Base column normal force</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="940923.fig.005b" src="https://static.hindawi.com/articles/isrn/volume-2014/940923/figures/940923.fig.005b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Base column shear force</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="940923.fig.005c" src="https://static.hindawi.com/articles/isrn/volume-2014/940923/figures/940923.fig.005c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Base column bending moment</td></tr></table></td></tr><tr class="fig-image" id="d"><td><img alt="940923.fig.005d" src="https://static.hindawi.com/articles/isrn/volume-2014/940923/figures/940923.fig.005d.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(d) </b>Displacement of top floor</td></tr></table></td></tr><tr class="fig-image" id="e"><td><img alt="940923.fig.005e" src="https://static.hindawi.com/articles/isrn/volume-2014/940923/figures/940923.fig.005e.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(e) </b>Acceleration of top floor</td></tr></table></td></tr></table>

<table>Straining actions of 2D model with different types of foundation and slope angles with Northridge earthquake.</table>

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Figure 5

Figure 5: Evaluation of Seismic Performance of Buildings Constructed on Hillside Slope of Doronka Village-Egypt 