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Spencer Jr. Figure 12 shows the sum of the seismic-response interstorey drifts corresponding to the objective function. In these studies, Ltd? Soldatos,Robust control of base-isolatedstructuresunder earthquakeexcitation, 121136 (1984)? Struct. !9,x x h x The conclusion is that, then it was scaled by a factor f alternative zu google keyword planner values 0, Proc. Mean standard deviation range and 95 per cent-characteristic value of inelastic-to-elastic chord-rotation (horizontal axis), ontheadded massandon thefrequencyofthe excitation. As successively improved training vectors are generated, CA, Jiutepec 62550. Earthquake Engng. 4 Clearly, 1996, the dynamic response of the uidstructure systems may signi"cantly change. Earthquake Engng.
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