Seismic Retrofit of Reinforced Concrete Frame Buildings with Hysteretic Bracing Systems: Design Procedure and Behaviour Factor

<div>Maximum drifts obtained by NLDA on model with and w/o damped bracing systems.</div>

Shock and Vibration

Figure 7: Seismic Retrofit of Reinforced Concrete Frame Buildings with Hysteretic Bracing Systems: Design Procedure and Behaviour Factor 