Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 63
The equivalent K number method the hydrodynamic coefficients obtained from a regular wave test for the corresponding K. number . Good correlations between the predicted wave force spectra and the measured wave force spectra were ...
The equivalent K number method the hydrodynamic coefficients obtained from a regular wave test for the corresponding K. number . Good correlations between the predicted wave force spectra and the measured wave force spectra were ...
Page 117
The damping coefficient is then obtained by the integration over the whole period . ... + a ( 1 - Arccosa ) a = U / V and 2 fmT CmC = + 1 ( 6 ) o rt Dev REFERENCE The coefficients were obtained by a least square error procedure for the ...
The damping coefficient is then obtained by the integration over the whole period . ... + a ( 1 - Arccosa ) a = U / V and 2 fmT CmC = + 1 ( 6 ) o rt Dev REFERENCE The coefficients were obtained by a least square error procedure for the ...
Page 51
m2 function is : and m and no m ' are zeroth and second spectral moment's respectively bf x and y random Gaussian variables and may be easily obtained from the properties of spectrum . The corresponding probability density given as 2 .
m2 function is : and m and no m ' are zeroth and second spectral moment's respectively bf x and y random Gaussian variables and may be easily obtained from the properties of spectrum . The corresponding probability density given as 2 .
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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Common terms and phrases
added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |