A novel seismic energy dissipating device, Sliding Keys on Inclined Deflecting-cantilevers (SKID): theoretical and experimental evidence

Yichen Zhang, Raffaele De Risi, Nicholas A Alexander

Research output: Contribution to journalArticle (Academic Journal)peer-review

3 Citations (Scopus)

Abstract

An innovative physical realisation of the previously reported conceptual frictional sliding on a sprung slope (FSSS) device is proposed in this paper. The device uses the end stiffness of cantilevers as the “sprung-slope”, which generate amplitude varying normal and frictional forces along the sliding plane. This novel configuration is here termed a Sliding Keys on Inclined Deflecting-cantilevers (SKID) device. The SKID device is proposed for application with post-tensioned (PT) frames to improve lateral stiffness and energy dissipation capability without inhibiting their self-centring features. The configuration and theoretical properties of the device are presented. In particular, the reliability of using cantilever bars as a means of generating an amplitude-dependent normal force at the sliding surfaces is discussed. Then, two 1/4 scale-reduced prototypes, which have (i) negative unloading stiffness (SKID A) and (ii) positive unloading stiffness (SKID B), were designed and manufactured. Both specimens were subjected to the same quasi-static cyclic loading protocol. It was found that they exhibited stable and repeatable triangular-shaped hysteretic curves. The theoretical hysteretic load/deflection envelopes are compared with test specimen results, verifying a satisfactory consistency between the theoretical and physical SKID device.
Original languageEnglish
Article number115056
JournalEngineering Structures
Volume273
Early online date18 Oct 2022
DOIs
Publication statusE-pub ahead of print - 18 Oct 2022

Bibliographical note

Funding Information:
The physical tests of this work is supported by the Pump-priming research project. The authors would like to thank technicians Mr. Steve Harding, Mr. Pete Whereat, Mr. Guy Pearn, and Mr. Mark Reed for their technical assistance during the conduction of the physical tests. The first author is supported by the University of Bristol - China Scholarship Council joint-funded Scholarship to participate in this research.

Publisher Copyright:
© 2022 Elsevier Ltd

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