Comparison of Two Mechanics-Based Methods for Simplified Structural Analysis in Vulnerability Assessment

<table>Mean yield displacement capacity versus number of
storeys for the beam- and column-sway cases of DBELA compared with
each of the SP-BELA design categories in the <i>x</i> direction. </table>

Advances in Civil Engineering

fig12

Figure 12

Figure 12: Comparison of Two Mechanics-Based Methods for Simplified Structural Analysis in Vulnerability Assessment 