Seismic Performance Assessment of High-Rise Building installed with Multiple Active Tuned Mass Dampers 


Vol. 32,  No. 6, pp. 89-97, Dec.  2017
10.14346/JKOSOS.2017.32.6.89


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  Abstract

The tuned mass damper (TMD) system was first proposed as an efficient vibration control method for high-rise buildings, and multiple TMD (MTMD) system was then proposed for the purpose of improving the robust performance. Thereafter, the active TMD (ATMD) is proposed to improve the vibration control performance over the TMD and MTMD systems. However, this system may experience an system-instability problem in case of the actuator malfunction. In order to overcome such limitations of actuator malfunction causing the instability of the structural system, in this study, we investigate the feasibility of the multiple ATMD (MATMD) system that facilitates both advantages of the MTMD and ATMD. Numerical example demonstrates that, when the proposed system is designed to have the same capacity as the ATMD, it shows a similar control performance to the ATMD, but also has very good adaptive control performance against the emergency situations such as actuator failures.

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  Cite this article

[IEEE Style]

박관순 and 옥승용, "Seismic Performance Assessment of High-Rise Building installed with Multiple Active Tuned Mass Dampers," Journal of the Korean Society of Safety, vol. 32, no. 6, pp. 89-97, 2017. DOI: 10.14346/JKOSOS.2017.32.6.89.

[ACM Style]

박관순 and 옥승용. 2017. Seismic Performance Assessment of High-Rise Building installed with Multiple Active Tuned Mass Dampers. Journal of the Korean Society of Safety, 32, 6, (2017), 89-97. DOI: 10.14346/JKOSOS.2017.32.6.89.

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