Numerical evaluation of a novel passive variable friction damper for vibration mitigation

Date
2020-10-01
Authors
Barzegar, Vahid
Laflamme, Simon
Downey, Austin
Li, Meng
Laflamme, Simon
Hu, Chao
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Abstract

This study assesses the performance of a novel passive variable friction damper (PVFD) at mitigating wind- and seismic-induced vibrations. The PVFD consists of two friction plates upon which a cam profile modulates the normal force as a function of its rotation. A unique feature of the PVFD is its customizable shape, yielding a customizable friction hysteresis. The objective of the study is to assess the benefits of crafting the friction behavior to satisfy motion criteria. This is done numerically on two example buildings: a 5-story structure subjected to seismic loads, and a 20-story structure subjected to non-simultaneous seismic and wind loads. A probabilistic performance-based design procedure is introduced to select the optimum cam configurations throughout each building under the design loads. After that, numerical simulations are conducted to compare their performance against that of two equivalent damping schemes: viscous dampers and passive friction dampers. Results show that customization of the hysteresis behaviors throughout a structure is necessary to yield optimal performance. Also, the PVFD outperforms the other damping schemes for wind mitigation by yielding a more stable response in terms of lower accelerations over the entire wind event. Under seismic loads, all three damping schemes exhibited comparable performance, but the PVFD yielded a significantly more uniform drift for the 20-story building.

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<p>This is a manuscript of an article published as Barzegar, Vahid, Simon Laflamme, Austin Downey, Meng Li, and Chao Hu. "Numerical evaluation of a novel passive variable friction damper for vibration mitigation." Engineering Structures 220 (2020): 110920. DOI: <a href="https://doi.org/10.1016/j.engstruct.2020.110920" target="_blank">10.1016/j.engstruct.2020.110920</a>. Posted with permission.</p>
Keywords
Variable friction, Structural control, Passive friction, Vibration mitigation, Wind, Seismic
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