Development of a Novel Self-Centering Rocking Tube Damper

This paper develops and evaluates the Rocking Tube Damper (RTD), a self-centering device that decouples restoring force from energy dissipation for seismic applications. A mechanics-based model is developed to predict the force – displacement response governed by preloaded Belleville spring washers and is validated through cyclic testing up to ±25 mm. Results demonstrate stable bilinear elastic rocking behavior with peak forces up to 35 kN. Stiffness and force capacity scale with preload, while displacement capacity is governed by washer configuration, enabling independent tuning of performance. The results indicate that the RTD offers an efficient, scalable, and tunable solution for enhancing earthquake resilience.

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Publication Details

Journal
Journal of Earthquake Engineering
Published
2026-07-17
DOI
https://doi.org/10.1080/13632469.2026.2687760
Primary Topic
Seismic Performance and Analysis
Type
article
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Development of a Novel Self-Centering Rocking Tube Damper

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Development of a Novel Self-Centering Rocking Tube Damper

Samantha Krieg, Geoffrey Rodgers, Lisa Tobber, Henry Xu, Zahra Mohammadi
article en

Abstract

This paper develops and evaluates the Rocking Tube Damper (RTD), a self-centering device that decouples restoring force from energy dissipation for seismic applications. A mechanics-based model is developed to predict the force – displacement response governed by preloaded Belleville spring washers and is validated through cyclic testing up to ±25 mm. Results demonstrate stable bilinear elastic rocking behavior with peak forces up to 35 kN. Stiffness and force capacity scale with preload, while displacement capacity is governed by washer configuration, enabling independent tuning of performance. The results indicate that the RTD offers an efficient, scalable, and tunable solution for enhancing earthquake resilience.

Journal of Earthquake Engineering
University of British Columbia (CA), University of Canterbury (NZ), Diakonie Kork (DE)
Climate action
Openalex Percentile: Top 13%
Seismic Performance and Analysis
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