Passive direction displacement dependent damping (D3) device
Auteur(s): |
Nikoo K. Hazaveh
Geoffrey W. Rodgers J. Geoffrey Chase Stefano Pampanin |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Bulletin of the New Zealand Society for Earthquake Engineering, juin 2018, n. 2, v. 51 |
Page(s): | 105-112 |
DOI: | 10.5459/bnzsee.51.2.105-112 |
Abstrait: |
Viscous fluid damping has been used worldwide to provide energy dissipation to structures during earthquakes. Semi-active dissipation devices have also shown significant potential to re-shape structural hysteresis behaviour and thus provide significant response and damage reduction. However, semi-active devices are far more complex and costly than passive devices, and thus potentially less robust over time. Ideally, a passive device design would provide the unique response behaviour of a semi-active device, but in a far more robust and low-cost device. This study presents the design, development and characterization of a passive Direction and Displacement Dependent viscous damping (D3) device. It can provide viscous damping in any single quadrant of the force-displacement hysteresis loop and any two in combination. Previously, this behaviour could only be obtained with a semi-active device. The D3 device is developed from a typical viscous damper, which is tested to evaluate the baseline of orifice sizing, force levels and velocity dependence. This prototype viscous damper is then modified in clear steps to produce a device with the desired single quadrant hysteresis loop. The overall results provide the design approach, device characterization and validation for this novel device design. |
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10335919 - Publié(e) le:
02.08.2019 - Modifié(e) le:
02.08.2019