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Probabilistic Seismic Demand Assessment of Steel Moment Resisting Frames Isolated by LRB

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Figure

Fig. 1:  Lead-rubber bearing (Naeim & Kelly 1999[21])
Table 1.                       (c)                                               (d)
Table 1: Specifications of designed isolators
Fig. 6: IDA curves for 9-storey fixed base frame
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