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Dynamic pressure distribution on large circular cylinders caused by wind generated random waves

Harihara Raman, +1 more
- 01 Jan 1983 - 
- Vol. 10, Iss: 4, pp 235-260
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TLDR
A technique has been developed to evaluate the dynamic pressures on cylindrical structures due to irregular waves based on McCamy and Fuchs linear diffraction theory and principle of superposition as discussed by the authors.
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This article is published in Ocean Engineering.The article was published on 1983-01-01. It has received 4 citations till now. The article focuses on the topics: Dynamic pressure & Superposition principle.

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Assessment of random wave pressure on the construction cofferdam for sea-crossing bridges under tropical cyclone

TL;DR: In this paper, a real cofferdam for sea-crossing bridge was used to measure the random wave pressure during Typhoon Dujuan in 2015, and the first order diffraction theory is used to calculate the wave pressure numerically.
Journal ArticleDOI

Diffracted wave field and dynamic pressures around a vertical cylinder

TL;DR: In this paper, the hydrodynamic pressure due to regular and random waves exerted on a large vertical cylinder in a constant water depth is investigated, and the results of the experiments are compared with the linear diffraction theory of MacCamy, R. C. and Fuchs.
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Dynamic pressures on a large vertical cylinder due to random waves

TL;DR: In this article, the hydrodynamic pressure due to random waves on a large vertical cylinder, resting on a flume bed and piercing above the free surface has been investigated experimentally in constant water depth.
References
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Journal ArticleDOI

Shallow Wave Diffraction around Large Cylinder

TL;DR: In this paper, diffraction of cnoidal waves around a large vertical circular cylinder is investigated, and first approximations are derived for the velocity potential of the flow field and consequently for the wave loading on the cylinder.
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The stability of some currently used wave parameters

TL;DR: In this paper, the applicability of various wave parameters deduced from the moments of the wave energy spectrum is discussed, and the stability of these, i.e. their dependency on the choice of the high-frequency cut-off when the moments are computed, is considered by numerically integrating the JONSWAP spectrum equation.

Correlation of water level variations with wave forces on a vertical pile for non-periodic waves

B.J. Muga, +1 more
TL;DR: In this article, the Fourier transform was used to study hurricane generated waves and forces induced thereby on ver ical circular piles 2, 3, and 4 feet in diameter, which were fixed to an oil well drilling platform located in about 30 feet of water in the open Gulf of Mexico approximately 100 air miles south of New Orleans, La.
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