Seismic Evaluation and Retrofit of Reinforced Concrete Buildings with Masonry Infills Based on Material Strain Limit Approach

<div>Interrelation between response reduction factor, overstrength factor, and ductility reduction factor [<a href="/journals/sv/2021/5536409/#B23">23</a>, <a href="/journals/sv/2021/5536409/#B24">24</a>].</div>

Shock and Vibration

fig3

Figure 3

Figure 3: Seismic Evaluation and Retrofit of Reinforced Concrete Buildings with Masonry Infills Based on Material Strain Limit Approach 