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-BESRCF specimen during pseudodynamic testing at 375 gal after (a) 2.65 s with lateral displacement of 19.1 mm and force of 401 kN, and (b) during the final stage (7 s).</div>

Shock and Vibration

fig26

Figure 26

Figure 26: Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 

Figure 26 | Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 