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

<div>Cracks appeared in the PD-WESRCF specimen during pseudodynamic testing at 400 gal after (a) 4.5 s with lateral displacement of 19.6 mm and force of 489 kN, and (b) during the final stage (7 s).</div>

Shock and Vibration

fig23

Figure 23

Figure 23: Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 

Figure 23 | Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 