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More relaxed brainwaves yield a broader span of vibrations.
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As shown in Figure 2 for different cantilever-PDMS surface gaps, the spectra span four flexural modes of vibration.
For pupal vibrations, we clipped a sequence (ca. 4.5 7 sec) of vibrations containing 3 7 pulses.
Based on these modal parameters, galloping events were identified, and characteristics of galloping such as coupled translational and rotational motions, and nature of full span vibration, oscillation envelopes and influence of geometry of the line section to its occurrence are discussed.
Interestingly, the results show that even for a relatively short-span bridge, aeroelastic coupling between modes of vibration can occur due to the peculiar structural dynamic characteristics of the bridge especially during modifications, and this coupling must be considered.
To investigate full-scale wind-induced vibrations of a long-span suspension bridge with a central span of 1650 m, a long-term wind and wind effect monitoring system was created.
An investigation of the problem of coupled flexural-torsional vibration of deep rectangular beams subjected to moments varying along the span of the beam is described.
Span of the member.
Effective span of beam.
Span of beam.
Span of the specimen.
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