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.005a" src="https://static.hindawi.com/articles/ace/volume-2009/429169/figures/429169.fig.005a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Elastic</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="429169.fig.005b" src="https://static.hindawi.com/articles/ace/volume-2009/429169/figures/429169.fig.005b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Maximum elastic value</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="429169.fig.005c" src="https://static.hindawi.com/articles/ace/volume-2009/429169/figures/429169.fig.005c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Elasto-plastic value</td></tr></table></td></tr><tr class="fig-image" id="d"><td><img alt="429169.fig.005d" src="https://static.hindawi.com/articles/ace/volume-2009/429169/figures/429169.fig.005d.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(d) </b>Maximum plastic value</td></tr></table></td></tr></table>

<table>Distribution of stress in the rectangular cross-section beam.</table>

Advances in Civil Engineering

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Figure 5

Figure 5: Collapse Scenarios of High-Rise Buildings Using Plastic Limit Analysis 