Seismic Vulnerability Assessment of Deficient RC Structures with Bar Pullout and Joint Shear Degradation

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/ace/volume-2015/537405/figures/537405.fig.008a.svgz" name="537405.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Faisal Mosque, Islamabad</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/ace/volume-2015/537405/figures/537405.fig.008b.svgz" name="537405.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The Centaurus, Islamabad</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/ace/volume-2015/537405/figures/537405.fig.008c.svgz" name="537405.fig.008c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Residential Towers, Karachi</td></tr><tr class="fig-image" id="d"><td><object data="https://static-preview.hindawi.com/articles/ace/volume-2015/537405/figures/537405.fig.008d.svgz" name="537405.fig.008d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>WAPDA House, Lahore</td></tr></table>

<div>Modern construction in Pakistan.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Seismic Vulnerability Assessment of Deficient RC Structures with Bar Pullout and Joint Shear Degradation 