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Journal ArticleDOI

Across-wind vibrations of structures of circular cross-section. Part I. Development of a mathematical model for two-dimensional conditions

TLDR
In this article, a model for predicting the across-wind response of constant-diameter circular cylinders vibrating in a mode of uniform amplitude and subject to uniform flow is presented.
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This article is published in Journal of Wind Engineering and Industrial Aerodynamics.The article was published on 1983-06-01. It has received 208 citations till now. The article focuses on the topics: Vortex shedding & Aeroelasticity.

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Citations
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Journal ArticleDOI

Fluctuating lift on a circular cylinder: review and new measurements

TL;DR: In this article, the effects of Reynolds number in the nominal case of an infinitely long and non-confined cylinder in a smooth oncoming flow are discussed, from about Re = 47 to 2 x 10(5), i.e., from the onset of vortex shedding up to the end of the subcritical regime.
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An overview of modeling and experiments of vortex-induced vibration of circular cylinders

TL;DR: A review of mathematical models used to investigate vortex-induced vibration (VIV) of circular cylinders is given in this article, with a focus on single-degree-of-freedom (SFOF) models.
Journal ArticleDOI

Wind-induced vibration mitigation in tall buildings using the tuned mass-damper-inerter (TMDI)

TL;DR: In this article, a parametric numerical study is performed involving a top-floor-TMD-equipped planar frame capturing accurately the in-plane dynamic behavior of a 74-storey benchmark building exposed to a quasi-stationary spatially-correlated wind-force field accounting for vortex shedding effects in the across-wind direction.
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Using tuned mass damper inerter to mitigate vortex-induced vibration of long-span bridges: Analytical study

TL;DR: Compared to the conventional TMD system, the static stretching of the spring due to gravity and the oscillation amplitude of the mass block in the TMDI system are significantly reduced, which makes the proposed T MDI system an attractive alternative for the VIV control of long-span bridges.
Journal ArticleDOI

Across-wind vibrations of structure of circular cross-section. Part II. Development of a mathematical model for full-scale application

TL;DR: In this paper, a model is presented for predicting the across-wind response of slender structures of circular cross-section to turbulent shear flow, and a computer program is developed to obtain estimates of response in full-scale situations.
References
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Journal ArticleDOI

Lift-Oscillator Model of Vortex-Induced Vibration

TL;DR: In this paper, a second-order, linear, damped system with self-excited wake-oscillators is proposed to model the aerodynamic lift force and the instantaneous value of a fluctuating lift coefficient, whose characteristics are derived from existing experimental data.
Journal ArticleDOI

A review of vortex shedding research and its application

TL;DR: A review of cylinders in steady currents can be found in this paper, where the effects of length/diameter ratio, cylinder surface roughness and channel blockage are discussed, and the results of tests with pane and three-dimensional frames are described and quantified in terms of isolated cylinder data.