Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention

<div>Response displacement-time history relationships of the control specimen and ESRCF-strengthened specimens during pseudodynamic testing at 375 gal.</div>

Shock and Vibration

fig17

Figure 17

Figure 17: Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 

Figure 17 | Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 