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Journal ArticleDOI

A design method of predicting second order wave diffraction caused by large offshore structures

M. Rahman
- 01 Jan 1987 - 
- Vol. 14, Iss: 1, pp 1-18
TLDR
In this article, a practical method has been formulated to predict the second order wave loads on large offshore structures, including cylinders and square caissons, and the theoretical predictions have been compared with the experimental measurements and the comparison shows good agreement.
About
This article is published in Ocean Engineering.The article was published on 1987-01-01. It has received 7 citations till now. The article focuses on the topics: Wave flume & Diffraction.

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Citations
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Book

Ocean Engineering Mechanics: With Applications

TL;DR: In this article, a review of hydromechanics and wave-structure interaction is presented, including wave-induced forces and moments on fixed bodies and floating body motions.
Journal ArticleDOI

Evaluation of added mass and damping coefficient of an oscillating circular cylinder

TL;DR: In this article, an analytical solution to the velocity potential that governs the linear radiation problem is described, and a comparison with the available experimental data is made to determine the close form solutions for the added mass and damping coefficient of a large surfacepiercing and bottom-mounted vertical circular cylinder under-going horizontal oscillations in the surge (or sway) motion.
Journal ArticleDOI

Second-order diffraction loads on truncated cylinders

TL;DR: In this paper, a solution for the hydrodynamic loading on a stationary, truncated circular cylinder in water of arbitrary uniform depth is presented, where two situations are considered: the structure may either be completely submerged and resting on the seabed or partially immersed in the free surface.
Journal ArticleDOI

Study on dynamic characteristics of coupled model for deep-water lifting system

TL;DR: In this article, a coupled model of deep-water lifting systems in vertical direction is employed to provide a theoretical basis for the heave compensation system, and the simulation results show that the resonance problem appears in the process of the whole releasing load, the lifting system generates resonance and the displacement response of the lifting load is maximal when the sinking depth is about 2000 m.
Dissertation

Hydrodynamic force coefficients for rectangular cylinders in waves and currents

TL;DR: In this paper, three cylinders with three different cross-sections are constructed and tested vertically, as surface piercing and horizontally, as fully submerged with the cylinder axis parallel to the wave crests.
References
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Wave forces on piles: a diffraction theory

R. C. MacCamy, +1 more
TL;DR: In this paper, a quantitative understanding of the forces developed by wave action against circular piling is presented, where the authors focus on the effect of wave action on circular piling and show that wave action is a powerful force against piling.
Proceedings ArticleDOI

Experience in computing wave loads on large bodies

TL;DR: In this paper, the authors describe experience in Ship Division of the National Physical Laboratory in the development, validation and application of a computer program written for this purpose that has been supplied to a number of computer bureaus and to Lloyds Register of Shipping and has been extensively used by the offshore industry.
Journal ArticleDOI

Wave diffraction by large offshore structures: an exact second-order theory

TL;DR: In this paper, an exact second order theory has been formulated to calculate the wave forces on offshore structures and Lighthill's method for deep water waves has been extended to shallow water waves.
Related Papers (5)