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- W2910107855 endingPage "285" @default.
- W2910107855 startingPage "285" @default.
- W2910107855 abstract "Suspended piping systems often suffer from severe damages when subjected to seismic excitation. Due to the high flexibility of the piping systems, reducing their displacement is important for the prevention of damage during times of disaster. A solution to protecting piping systems during heavy excitation is the use of the emerging pounding tuned mass damper (PTMD) technology. In particular, the single-sided PTMD combines the advantages of the tuned mass damper (TMD) and the impact damper, including the benefits of a simple design and rapid, efficient energy dissipation. In this paper, two single-sided PTMDs (spring steel-type PTMD and simple pendulum-type PTMD) were designed and fabricated. The dampers were tested and compared with the traditional TMD for mitigating free vibration and forced vibration. In the free vibration experiment, both PTMDs suppressed vibrations much faster than the TMD. For the forced vibration test, the frequency response of the piping system was obtained for three conditions: without control, with TMD control, and with PTMD control. These novel results demonstrate that the single-sided PTMD is a cost-effective method for efficiently and passively mitigating the vibration of suspended piping systems. Thus, the single-sided PTMD will be an important tool for increasing the resilience of structures as well as for improving the safety of their occupants." @default.
- W2910107855 created "2019-01-25" @default.
- W2910107855 creator A5003677173 @default.
- W2910107855 creator A5006875686 @default.
- W2910107855 creator A5016395212 @default.
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- W2910107855 date "2019-01-15" @default.
- W2910107855 modified "2023-10-13" @default.
- W2910107855 title "Experimental Study on Vibration Control of Suspended Piping System by Single-Sided Pounding Tuned Mass Damper" @default.
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- W2910107855 doi "https://doi.org/10.3390/app9020285" @default.
- W2910107855 hasPublicationYear "2019" @default.
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