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Journal ArticleDOI

Vortex-induced vibration of suspenders in the wake of bridge tower by numerical simulation and wind tunnel test

TLDR
In this article, the authors present a study on the generation mechanism of wind-induced vibration of suspenders of suspension bridges in the wake of bridge towers and demonstrate that vortex shedding from bridge towers has a strong influence on the aerodynamic forces of suspension suspenders at a wide range of wind directions.
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This article is published in Journal of Wind Engineering and Industrial Aerodynamics.The article was published on 2017-05-01. It has received 18 citations till now. The article focuses on the topics: Tower & Wind direction.

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Citations
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Drive comfort and safety evaluation for vortex-induced vibration of a suspension bridge based on monitoring data

TL;DR: In this article, a dynamic monitoring model for VIV prediction was established based on the massive data collected by the existing structural health monitoring system and dynamic monitoring system of VIV installed on the bridge which is located in the East China Sea.
Journal ArticleDOI

Investigation on the spoiler vibration suppression mechanism of discrete helical strakes of deep-sea riser undergoing vortex-induced vibration

TL;DR: In this paper, a type of discrete helical strakes vibration suppression device was designed for the deep-sea riser under uniform flow in the wave-current combined water flume.
Journal ArticleDOI

Two-dimensional numerical simulation of wind driven ventilation across a building enclosure with two free apertures on the rear side: Vortex shedding and “pumping flow mechanism”

TL;DR: In this article, the authors investigated the single-sided wind driven natural ventilation with two apertures on the rear wall, regarding different horizontal aperture separations, magnitudes of incoming wind speed and various side ratios (L/D, length/width).
Journal ArticleDOI

Wind-driven pumping flow ventilation of highrise buildings: Effects of upstream building arrangements and opening area ratios.

TL;DR: Numerical results indicate that the strength of "pumping" flow could be intensively weakened by two upstream buildings, and the study on the wake vortex shedding flow across building clusters could benefit the future green design of urban buildings.
Journal ArticleDOI

Experimental investigation on aerodynamic interference of two kinds of suspension bridge hangers

TL;DR: In this paper, two types of cable test models with smooth and rough surfaces, which respectively correspond to parallel wire strand (PWS) and wire rope (WR) hangers, were manufactured.
References
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Journal ArticleDOI

Strouhal numbers of rectangular cylinders

TL;DR: In this article, experiments on the vortex shedding frequencies of various rectangular cylinders were conducted in a wind tunnel and in a water tank and the results show how Strouhal number varies with a width-to-height ratio of the cylinders in the range of Reynolds number between 70 and 2 × l04.
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Circular cylinder wakes and vortex-induced vibrations

TL;DR: In this paper, a selective review of recent research on vortex-induced vibrations of isolated circular cylinders and the flow and vibration of circular cylinders in a tandem arrangement is presented, a common thread being that the topics raised are of particular interest to the author.
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Flow around rectangular cylinders: Pressure forces and wake frequencies

TL;DR: In this paper, an experimental investigation of the flow around and pressure forces on fixed (non-vibrating) rectangular cylinders at angles of attack 0°-90° was conducted.
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Strouhal numbers of rectangular cylinders at incidence: a review and new data

TL;DR: In this article, the Strouhal number of a family of rectangular cylinders with side ratios (B/D) ranging from 0·04 to 1·0 and with angles of attack from 0° to 90° are presented.
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Interference between two circular cylinders; Series of unexpected discontinuities

TL;DR: In this paper, the authors investigated the effect of different flow patterns on the front and base pressures of two cylinders arranged side-by-side to the approaching flow and found that the biased flow was bistable causing a change over at irregular intervals.
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