Results 41 to 50 of about 3,335,801 (328)

Irregular Wave Overtopping Rates

open access: yesCoastal Engineering 1984, 1984
Methods for estimating wave overtopping of coastal structures are reviewed and compared with the very limited available data and with each other. The different methods yield results which can vary more than an order-of-magnitude. For vertical seawalls, the U. S.
openaire   +2 more sources

Transformation of Irregular Waves in Shoaling Water

open access: yesCoastal Engineering 1974, 1974
In the numerical method of prediction of wind waves in deep water, Hasselmann's nonlinear interaction theory is applied. This method assumes the energy balance of individual component waves. However, the total energy balance must exist in the transformation of irregular waves in shoaling water. In this investigation, experiments were carried out on the
Tetsuo Sakai, Yuichi Iwagaki
openaire   +2 more sources

Hydrodynamic Analysis for a Jacket-Type Support Structure of the Offshore wind Turbine

open access: yesMATEC Web of Conferences, 2016
In the present study, the hydrodynamic load due to extreme external condition, such as typhoon, on the offshore wind turbine (OWT) has been investigated by numerical simulations.
Chen Ming-Hong   +3 more
doaj   +1 more source

Operational modal analysis of a spar-type floating platform using frequency domain decomposition method [PDF]

open access: yes, 2016
System identification of offshore floating platforms is usually performed by testing small-scale models in wave tanks, where controlled conditions, such as still water for free decay tests, regular and irregular wave loading can be represented.
Arena, Felice   +5 more
core   +3 more sources

Orbital Velocities in Irregular Waves

open access: yesCoastal Engineering 1980, 1980
Experimental and theoretical study to determine the applicability of linear wave theory for the description of the velocity field in irregular waves. A comparison between theory and measurement was executed both in frequency and in time domain. In frequency domain by means of the experimentally and theoretically determined frequency response functions ...
openaire   +2 more sources

Irregular Coulomb Wave Functions [PDF]

open access: yesAustralian Journal of Physics, 1959
In a recent paper (Learner and Robson 1958), henceforth referred to as I, a skeleton table of values of the regular Ooulomb wave functions was given in the integral representation.
A Learner, BA Robson
openaire   +1 more source

Coupled Vibration Response Analysis of Tension Leg Platform Tendon Under Irregular Ocean Wave Action

open access: yesJournal of Marine Science and Engineering
To analyze the dynamic response of tension leg platform (TLP) tendons under irregular ocean wave action, the governing equations of coupled vibration between the platform and tendon under irregular wave action are established based on Hamilton’s ...
Qiangqiang Wu   +4 more
doaj   +1 more source

OBLIQUE SHOCK WAVE REFLECTION FROM THE WALL [PDF]

open access: yesНаучно-технический вестник информационных технологий, механики и оптики, 2015
Regular and Mach (irregular) reflection of an oblique shock wave from the wall is considered. Criteria for the transition from regular to irregular reflection are described: von Neumann criterion and the criterion for fixed Mach configuration. Specific
P. V. Bulat   +2 more
doaj   +1 more source

A power take-off and control strategy in a test wave energy converter for a moderate wave climate [PDF]

open access: yes, 2016
The energy in the waves of oceans and seas can be converted to electricity by different types of Wave Energy Converters (WECs). Wave energy conversion is currently widely studied to contribute to the world’s rising energy needs.
Crevecoeur, Guillaume   +4 more
core   +2 more sources

IRREGULAR WAVE LOADING ON A CONICAL STRUCTURE

open access: yesCoastal Engineering Proceedings, 1988
The horizontal forces, vertical forces and overturning moments exerted by waves on a fixed model of a 45" conical structure are presented. Irregular wave loading tests were conducted for a range of conditions described by base diameter on peak period wave length D/Lp from 0.31 to 1.76, water depth on peak period wave length h/Lp from 0.11 to 0.63, and ...
Wayne W. Jamieson   +2 more
openaire   +2 more sources

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