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The turbulence intensity is shown to have a small stabilizing effect on the bridge stability in a sense that an increase in the turbulence intensity moderately increases the critical mean wind velocity beyond the deterministic flutter velocity.
Past research in bridge stability has shown inconclusive results with respect to the scales of turbulence.
This requires true three-dimensional consideration in evaluating the bridge stability under wind.
Bridge stability is typically investigated based on 2 DOF wind tunnel measurements and very few wind tunnel facilities are available to simulate 3 DOF flutter of sectional model.
Comparison of the excitation spectrum with the frequency response function allows identification of the load patterns that bring the bridge to resonance conditions and might threaten bridge stability, bearing in mind continual changes in train technology.
The parametric analysis includes the investigation on (1) the effects of model dynamic properties on BLWT test results, (2) the consequence of turbulence on bridge stability, (3) the possible definition of an aerodynamic stability performance index for rectangular cylinders for designing purposes.
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Some of the mechanisms suggested to explain the discrepancy between atrophy-dependent vs. atrophy-independent loss of muscle function in aging include decreased myosin force and/or actin-myosin cross-bridge stability [ 8, 9] and defective excitation-contraction coupling (ECC) [4 10].
He may just have returned to Stamford Bridge but stability has never been a strong point of Chelsea or Mourinho and a parting of the ways is not hard to envisage.
The kink gives the bridge the stability of a much larger structure — in the same way that if you stand with one foot directly in front of the other, tightrope style, you are much less stable than if you move either foot a few inches to the side.
It was concluded that the train speed should not be higher than certain critical value to guarantee the safety of the bridge, the stability of the track and the comfort and the safety of the moving train.
The effects of different horizontal and vertical aerodynamic countermeasures are compared to find effective optimization schemes for improvement of the bridge flutter stability, and a simplified CFD model is further presented to study the corresponding aerodynamic mechanism from the work done by aerodynamic forces perspective.
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