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

<div>Lateral response load-displacement relationships for specimens strengthened with the ESRCF system during pseudodynamic testing at 375 gal. (a) PD-WERCF; (b) PD-BERCF.</div>

Shock and Vibration

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Figure 13

Figure 13: Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 

Figure 13 | Pseudodynamic Testing of Buildings Retrofitted with External Steel Reinforced Concrete Frames to Increase Lateral Strength for Earthquake Damage Prevention 