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Journal ArticleDOI

Response of hyperbolic cooling towers to turbulent wind

TLDR
In this article, a general procedure to predict the dynamic response, including resonance of hyperbolic cooling towers to turbulent winds, was presented. But the authors did not consider the effect of the windward and wake regions.
Abstract
The paper outlines a general procedure to predict the dynamic response, including resonance of hyperbolic cooling towers to turbulent winds. Pressure spectra on the tower surface were measured in a boundary layer wind tunnel. Simplifying assumptions have led to the description of pressure spectra and response spectra by means of compact formulation. Application to full-scale towers, including Ferrybridge, is examined. It is concluded that the windward and wake regions are not correlated; the quasi-steady response resides mainly in the coupled harmonics m=1, 2, 3; and the resonant response resides mainly in the harmonics m=4, 5, 6. It is also concluded that while the quasi-steady response increases as wind velocity squared, the resonant response increases faster than wind velocity cubed.

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Journal ArticleDOI

Dynamics of rotationally periodic structures

TL;DR: HAL as mentioned in this paper is a multi-disciplinary open access archive for the deposit and dissemination of scientific research documents, whether they are published or not, which may come from teaching and research institutions in France or abroad, or from public or private research centers.
Journal ArticleDOI

On the behaviour of open-topped oil storage tanks in high winds. Part I. Aerodynamic aspects

TL;DR: In this article, the mean, r.m.s. and spectral components of the pressure distribution over the surfaces of an open-topped oil storage tank, derived from experiments on a 1/250 scale model immersed in a wind-tunnel simulation of an atmospheric boundary layer, are presented.
Journal ArticleDOI

Finite Element Random Response Analysis of Cooling Tower

TL;DR: In this article, a finite element formulation and Gaussian quadrature procedure, using both the direct complex matrix inversion and the modal superposition methods, are presented for studying the stationary random response of shell structures, such as a cooling tower.
Journal ArticleDOI

Damage, deterioration and the long-term structural performance of cooling-tower shells: A survey of developments over the past 50 years

TL;DR: The last 50 years have seen a gradual shift in trend in research on concrete hyperbolic cooling-tower shells, from the issues of response to short-term loading and immediate causes of collapse in the early part of this period, to issues of deterioration phenomena, durability and long-term performance in more recent times as discussed by the authors.
Journal ArticleDOI

Time Series Analysis of Cooling Tower Wind Loading

TL;DR: In this article, the authors considered full-scale wind velocity and wind pressure time series data collected on two cooling towers and used ARIMA time series models to describe these data adequately.
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