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 450 gal after (a) 1.5 s with lateral displacement of 13.5 mm and force of –372 kN, and (b) during the final stage (7 s).</div>

Shock and Vibration

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Figure 27

Figure 27: Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 

Figure 27 | Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 