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Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion

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Title: Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion
Authors: Shirai, Kazutaka Browse this author →KAKEN DB
Horii, Junta Browse this author
Fujimori, Takeshi Browse this author
Keywords: Optimal damper sliding force
Damper optimization
Friction device
Soil-structure interaction
Sway-rocking
Response reversal phenomenon
Reinforced concrete
Issue Date: Oct-2021
Publisher: Elsevier
Journal Title: Soil Dynamics and Earthquake Engineering
Volume: 149
Start Page: 106892
Publisher DOI: 10.1016/j.soildyn.2021.106892
Abstract: This study aimed to understand the optimal characteristics of friction dampers considering sway-rocking (SR) motion in vibration control structures during earthquakes. The nonlinear seismic response was numerically obtained using a six-story reinforced-concrete building model with a friction damper and SR springs and damping elements. The results indicate that the SR case shows a less sensitive response change with increased damper sliding force and shows a higher optimal damper sliding force, compared with the fixed-base (FB) case. Moreover, a reversal phenomenon may occur in the response curve for the average peak story drift against the sliding force between the FB and SR cases. This response reversal phenomenon was further analyzed using experimental data from shake table testing using a specimen with a friction device supported by a SR mechanism. This study contributes to damper optimization and effective design for friction-damped structures considering soil-structure interactions.
Rights: https://creativecommons.org/licenses/by/4.0/
Type: article
URI: http://hdl.handle.net/2115/82556
Appears in Collections:工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

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