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Shock and Vibration
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2014
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Article
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Fig 6
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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)