2022
DOI: 10.1016/j.jobe.2022.105195
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Theoretical study and experimental verification on a passive control system with isolators and dampers for NPPs

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Cited by 2 publications
(2 citation statements)
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“…The results analysis and test verification showed that the method was reasonable. Feng et al (2022) proposed a hybrid passive control system for nuclear power plant structures (NPPs) with double containments; the vibration characteristics and parametric correlation analysis of proposed systems based on the connected single degree of freedom (CSDOF) model were analyzed, and the optimal damping parameter was obtained. The results show that with optimal parameters, the acceleration and displacement responses of the damped isolated structural system (DISO system) were lower than traditional isolated structures.…”
Section: Introductionmentioning
confidence: 99%
“…The results analysis and test verification showed that the method was reasonable. Feng et al (2022) proposed a hybrid passive control system for nuclear power plant structures (NPPs) with double containments; the vibration characteristics and parametric correlation analysis of proposed systems based on the connected single degree of freedom (CSDOF) model were analyzed, and the optimal damping parameter was obtained. The results show that with optimal parameters, the acceleration and displacement responses of the damped isolated structural system (DISO system) were lower than traditional isolated structures.…”
Section: Introductionmentioning
confidence: 99%
“…To mitigate the destructive effects of earthquake loads, numerous vibration control systems have been proposed [1][2][3]. These systems can be broadly categorized as passive, active, semi-active, and hybrid [4][5][6]. Among these, passive control systems, such as metallic dampers, offer substantial damping capacity without requiring external energy sources.…”
Section: Introductionmentioning
confidence: 99%