Fig. 7 | Scientific Reports

Fig. 7

From: A nonlinear multi-parameter model for predicting floor acceleration amplification across diverse structural systems

Fig. 7

FAA demands as obtained from IDA for different strength ratio of reinforced concrete structures: (a) 5-storey, longitudinal (\(T_1=0.6624\) s); (b) 10-storey, longitudinal (\(T_1=1.3652\) s); (c) 15-storey, longitudinal (\(T_1=2.0369\) s); (d) 5-storey, horizontal (\(T_1=0.6384\) s); (e) 10-storey, horizontal (\(T_1=1.3083\),s), and (f) 15-storey, horizontal (\(T_1=1.9343\) s).

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