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Nonlinear Spectral Analysis for Structures with Re-centring D3 Viscous Dissipaters
This research investigates hybrid dissipation combining self-centring ring-springs with direction- and displacement-dependent viscous devices to enable low-damage, re-centring structural connections. Hybrid devices adding 10–35% equivalent viscous damping and 20–40% of structural stiffness are evaluated using response spectra over a suite of design level events. Average reductions in peak and residual drifts up to 55% and 73%, respectively, are obtained for hybrid device-enabled structures at a cost of 89% increases in base shear over the baseline structure. The overall results illustrate the trade-off of dissipation and re-centring goals when hybrid devices are used.
Nonlinear Spectral Analysis for Structures with Re-centring D3 Viscous Dissipaters
This research investigates hybrid dissipation combining self-centring ring-springs with direction- and displacement-dependent viscous devices to enable low-damage, re-centring structural connections. Hybrid devices adding 10–35% equivalent viscous damping and 20–40% of structural stiffness are evaluated using response spectra over a suite of design level events. Average reductions in peak and residual drifts up to 55% and 73%, respectively, are obtained for hybrid device-enabled structures at a cost of 89% increases in base shear over the baseline structure. The overall results illustrate the trade-off of dissipation and re-centring goals when hybrid devices are used.
Nonlinear Spectral Analysis for Structures with Re-centring D3 Viscous Dissipaters
Golzar, Farzin Ghahramanian (author) / Rodgers, Geoffrey William (author) / Chase, James Geoffrey (author)
Journal of Earthquake Engineering ; 24 ; 1530-1546
2020-10-02
17 pages
Article (Journal)
Electronic Resource
Unknown
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