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 386
In order to get the dragon riser section of N elements the coefficient for one single element should be multiplied , first by the number of elements , and then by an interaction factor to correct for the hydrodynamic interaction between ...
In order to get the dragon riser section of N elements the coefficient for one single element should be multiplied , first by the number of elements , and then by an interaction factor to correct for the hydrodynamic interaction between ...
Page 385
ABSTRACT riser configuration with a large number of buoyancy elements fitted along the over - bend part of the riser . Typical spacing between the elements can be of the order of one meter . A procedure for estimating axial drag on ...
ABSTRACT riser configuration with a large number of buoyancy elements fitted along the over - bend part of the riser . Typical spacing between the elements can be of the order of one meter . A procedure for estimating axial drag on ...
Page 409
ABSTRACT in a It is well known that the beam pattern of a linear array is dependent on the configuration of the array and the number of elements used . In applications where high resolution is required , a pencil beam pattern may be ...
ABSTRACT in a It is well known that the beam pattern of a linear array is dependent on the configuration of the array and the number of elements used . In applications where high resolution is required , a pencil beam pattern may be ...
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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