Real-time hybrid simulation of a smart outrigger damping system for high-rise buildings

•The effectiveness of MR dampers in outrigger damping systems is shown.•Real-time hybrid simulation worked when the structure were lightly damped.•The actuator control strategy showed stable and accurate results in MDOF systems.•RTHS can be employed for validation of structural control algorithms.•R...

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Veröffentlicht in:Engineering structures 2013-12, Vol.57, p.177-188
Hauptverfasser: Asai, Takehiko, Chang, Chia-Ming, Phillips, Brian M., Spencer, B.F.
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Sprache:eng
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Zusammenfassung:•The effectiveness of MR dampers in outrigger damping systems is shown.•Real-time hybrid simulation worked when the structure were lightly damped.•The actuator control strategy showed stable and accurate results in MDOF systems.•RTHS can be employed for validation of structural control algorithms.•RTHS provides an effective means for assessing the rate-dependent components. Smart outrigger damping systems have been proposed as a novel energy dissipation system to protect high-rise buildings from severe earthquakes and strong winds. In these damping systems, devices such as magnetorheological (MR) dampers are installed vertically between the outrigger and perimeter columns to achieve large and adaptable energy dissipation. To complement the high performance shown in previous theoretical studies, this control approach needs to be experimentally verified. To examine a smart outrigger damping system experimentally, real-time hybrid simulation (RTHS) provides an alternative where the damping devices can be experimentally tested, while the remaining components in the structural system are simultaneously tested through numerical simulation. The focus of this study is to experimentally investigate and verify smart outrigger damping systems for high-rise buildings subject to scaled El Centro and Kobe earthquake records using RTHS. Through RTHS, the efficacy of the smart outrigger damping system is demonstrated for two historical earthquakes.
ISSN:0141-0296
1873-7323
DOI:10.1016/j.engstruct.2013.09.016