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 321
INVESTIGATION OF MOORING LINE TENSION AND BARGE ORIENTATION ON SINGLE POINT MOORING IN THE PRESENCE OF WIND , WAVES AND STRONG CURRENT G. Osborne and R. Latorre Naval Architecture and Marine Engineering University of New Orleans New ...
INVESTIGATION OF MOORING LINE TENSION AND BARGE ORIENTATION ON SINGLE POINT MOORING IN THE PRESENCE OF WIND , WAVES AND STRONG CURRENT G. Osborne and R. Latorre Naval Architecture and Marine Engineering University of New Orleans New ...
Page 325
The present methodology provides a means to perform a quasi - steady analysis of the single point mooring system at the initial stage of the system design . It is anticipated that this paper will be useful when performing the ...
The present methodology provides a means to perform a quasi - steady analysis of the single point mooring system at the initial stage of the system design . It is anticipated that this paper will be useful when performing the ...
Page 338
In the following sections mathematical models to predict large amplitude coupled motions of a conical or circular buoy geometries taking into account non - linear mooring stiffness characteristics are described .
In the following sections mathematical models to predict large amplitude coupled motions of a conical or circular buoy geometries taking into account non - linear mooring stiffness characteristics are described .
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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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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