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Study on the Seismic Response of a Steel Building with Viscous Fluid Dampers – Chevron Configuration

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Academic year: 2020

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Figure

Fig 1 Plan of Twenty storey benchmark building,
Fig -3 Chevron configuration above ground floor
Table 1 Damping coefficients (C0) for chevron dampers in kN
Table-3 Peak Response Reduction b/w BF and CH_M_2 for peak absolute acceleration, displacements and drifts
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