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Optimum design of the tuned mass-damper-inerter for serviceability limit state performance in wind-excited tall buildings

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Academic year: 2019

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Figure

Fig. 11. Lumped-mass linear model of a wind excited nmass linear model of a wind excited nmass linear model of a wind excited n-storeyin terms of acceleration transfer functionstorey frame building equipped with a in terms of acceleration transfer functionframe building equipped with a in terms of acceleration transfer function, case frame building equipped with a TMDI (a); suppression of higher modes of vibrationβ=0.69, =0.69, μ=0.1 (b) suppression of higher modes of vibrationsuppression of higher modes of vibration suppression of higher modes of vibration
Fig. 2. Results of the TMDI optimization in at fixed values of Results of the TMDI optimization in at fixed values of Results of the TMDI optimization in at fixed values of Results of the TMDI optimization in at fixed values of performances of the optimal configurations ; (d)performances of the optimal configurations ; (d)μ and performances of the optimal configurations ; (d)and β : (a) optimal υperformances of the optimal configurations ; (d) peak inerter force for the optimal configurationsυTMDI values; (b) optimal peak inerter force for the optimal configurationsoptimal ξTMDI valuespeak inerter force for the optimal configurations values; (c) structural structural
Fig. 3. Comparison between fitted (Eq. (6)- dashed lines), and optimum values (β=0.1 (∆), 0.2 (○), 0.3 (x), 0.4 (□)) for υTMDI and ξTMDI

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