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>y</i> direction. </table>

Advances in Civil Engineering

fig13

Figure 13

Figure 13: Comparison of Two Mechanics-Based Methods for Simplified Structural Analysis in Vulnerability Assessment 