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Hokkaido University Collection of Scholarly and Academic Papers >
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Energy response of a passive variable friction damper and numerical simulation on the control effects for high-rise buildings
| Title: | Energy response of a passive variable friction damper and numerical simulation on the control effects for high-rise buildings |
| Authors: | Shirai, Kazutaka Browse this author →KAKEN DB | | Sano, Takeshi Browse this author | | Suzui, Yasumasa Browse this author |
| Keywords: | energy response | | friction damper | | high-rise building | | long‐period, long‐duration ground motion | | passive variable damper | | variable friction damper |
| Issue Date: | Dec-2022 |
| Publisher: | John Wiley & Sons |
| Journal Title: | Structural Control and Health Monitoring |
| Volume: | 29 |
| Issue: | 12 |
| Start Page: | e3124 |
| Publisher DOI: | 10.1002/stc.3124 |
| Abstract: | In this study, the behavior of a passive displacement-dependent variable friction damper (VFD) was evaluated. The energy response behavior of a VFD specimen was investigated by conducting full-scale dynamic loading tests. Full-scale tests demonstrated that the VFD specimen produced a lower sliding force when the device response exceeded a predetermined displacement, resulting in a decreased dissipated energy ratio as the displacement increased. The VFD specimen exhibited stable energy response behavior as well as a stable friction sliding force and friction coefficient under sinusoidal, seismic response, and 100-cycle loadings. The energy response of the VFD specimen was almost independent of the loading frequency. Moreover, a response simulation was conducted using a two-dimensional 30-story nonlinear mainframe model with brace-type VFDs under various input motions, including observation records and long-period, long-duration waves. From the numerical simulations, the peak story drift in the case with brace-type VFDs was not significantly greater than in the case with conventional friction dampers (FDs). The dissipated energy ratios of the mainframe and dampers in the case with the VFDs were approximately identical to those in the case with the FDs. In comparison with conventional FDs, VFDs can produce a lower peak story shear force and axial compressive force in the lowest-story columns at the device installation span. |
| Rights: | This is the peer reviewed version of the following article: Shirai, K, Sano, T, Suzui, Y. Energy response of a passive variable friction damper and numerical simulation on the control effects for high-rise buildings. Struct Control Health Monit. 2022; 29(12):e3124, which has been published in final form at https://doi.org/10.1002/stc.3124. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited. |
| Type: | article (author version) |
| URI: | http://hdl.handle.net/2115/90707 |
| 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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Submitter: 白井 和貴
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