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    Analysis of Hybrid Damping Device with Self-Centring (2015)

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    Type of Content
    Conference Contributions - Published
    UC Permalink
    http://hdl.handle.net/10092/10973
    Publisher
    University of Canterbury. Mechanical Engineering
    Collections
    • Engineering: Conference Contributions [2134]
    Authors
    Kordani, R., Rodgers, G.W., Chase, J.G.show all
    Abstract

    Lead extrusion dampers have been used to dissipate seismic energy in structures and can contribute to damage avoidance design (DAD) rocking connections. In rocking connections that utilises unbound post-tensioned tendons, re-centering of the overall structure is typical. However, the lead extrusion dampers are prone to residual story drifts. In this study a modified version of High Force-To Volume (HF2V) extrusion damper is introduced to overcome the lack of inherent re-centring, while maintaining the energy absorption capability. Response spectral analysis for multiple, probabilistically scaled earthquake suites are used to delineate the displacement reduction factors due to the added damping. Overall, the results indicate an important trade-off between force contributions from the HF2V and ring spring components. Moreover, increasing the ring spring participation force level leads to less residual displacement in exchange for less reduction in peak displacement.

    Citation
    Kordani, R., Rodgers, G.W., Chase, J.G. (2015) Analysis of Hybrid Damping Device with Self-Centring. Shanghai, China: 8th International Conference on Behavior of Steel Structures in Seismic Areas (STESSA 2015), 1-4 Jul 2015. 8pp.
    This citation is automatically generated and may be unreliable. Use as a guide only.
    Keywords
    Hybrid dampers; Seismic response; Rocking systems; Inherent self-centering
    ANZSRC Fields of Research
    40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering
    Rights
    https://hdl.handle.net/10092/17651
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