Shock and Vibration / 2014 / Article / Fig 6

Research Article

On the Seismic Response of Protected and Unprotected Middle-Rise Steel Frames in Far-Field and Near-Field Areas

Figure 6

Maximum amplification for the 10 frames subjected to (a) LOMA_P1 (FF) record and to (b) LOMA_P2 (NF) record.
(a) LOMA_P1 (FF)
(b) LOMA_P2 (NF)

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