Collapse Scenarios of High-Rise Buildings Using Plastic Limit Analysis

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="429169.fig.008a" src="https://static.hindawi.com/articles/ace/volume-2009/429169/figures/429169.fig.008a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>South Tower</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="429169.fig.008b" src="https://static.hindawi.com/articles/ace/volume-2009/429169/figures/429169.fig.008b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>North Tower</td></tr></table></td></tr></table>

<table>Critical load curves under noncomplete rigid impact action.</table>

Advances in Civil Engineering

fig8

Figure 8

Figure 8: Collapse Scenarios of High-Rise Buildings Using Plastic Limit Analysis 