Hybrid experimental analysis of semi-active rocking wall systems

Type of content
Conference Contributions - Published
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University of Canterbury. Civil Engineering.
University of Canterbury. Mechanical Engineering.
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Date
2006
Authors
Mulligan, K.J.
Chase, Geoff
Mander, J.B.
Fougere, M.
Deam, B.L.
Danton, G.
Elliott, R.B.
Abstract

Rocking walls are an effective method of dissipating seismic response energy and mitigating damage. Semi-active resetable devices have shown significant potential to dissipate energy, customize hysteretic behavior and reduce damage. Hence, the addition of a resetable device within a rocking wall can further improve the overall energy management during seismic events. A scaled semi-active rocking wall system, designed for a large open structure, is analysed using real-time, high-speed hybrid testing. The semi-active devices are controlled to provide supplementary resistance only for the upward rocking motion of the wall, providing semi-active energy dissipation over half of each cycle and relying on radiation damping for the other half. An validated model of the semi-active devices is used to examine the response of a full scale rocking wall system to a suite of earthquake ground motions to prove the overall concept. Overall, similar semi-active rocking walls could also be used as supplemental, low-footprint response energy management systems in retrofitting a variety of structures.

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Citation
Mulligan, K.J., Chase, J.G., Mander, J.B., Fougere, M., Deam, B.L., Danton, G., Elliott, R.B. (2006) Hybrid experimental analysis of semi-active rocking wall systems. Napier, New Zealand: New Zealand Society of Earthquake Engineering 2006 Conference (NZSEE 2006): Remembering Napier 1931 - Building on 75 Years of Earthquake Engineering in New Zealand, 10-12 Mar 2006. 8 pp.
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