2018
DOI: 10.1155/2018/6285491
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Vibration Isolation Mechanism of Concrete Piles for Rayleigh Waves on Sand Foundations

Abstract: To study the propagation characteristics of Rayleigh waves and the isolation mechanism of a single-row of piles by isolation effects, in this paper we draw a two-dimensional contour map of ζ (normalized acceleration amplitude relative to a measure close at the vibration source) using a vibration test carried out on a sand foundation. In this experiment, we study, in addition to the free field and the single pile cases, settings with two and three piles. The result shows that the vibration caused by the point s… Show more

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Cited by 3 publications
(2 citation statements)
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“…e complex vibrations can be transformed into a sine wave by Fourier transform, and the sine wave has the characteristics of the simple waveform, stable signal, ease of control, and so on. erefore, the frequency [19,20] uses 30 Hz, 60 Hz, and 120 Hz sine waves as the excitation signals.…”
Section: Test Proceduresmentioning
confidence: 99%
“…e complex vibrations can be transformed into a sine wave by Fourier transform, and the sine wave has the characteristics of the simple waveform, stable signal, ease of control, and so on. erefore, the frequency [19,20] uses 30 Hz, 60 Hz, and 120 Hz sine waves as the excitation signals.…”
Section: Test Proceduresmentioning
confidence: 99%
“…It successfully proves the feasibility of seismic metamaterials at common scales. Liu et al verified the vibration attenuation effect of the single-row concrete pile by outdoor vibration test [ 31 ]. Colombi et al took forest as the seismic metamaterial and carried out seismic geophysics experiments [ 32 ].…”
Section: Introductionmentioning
confidence: 99%