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 173
In presenting the associated integral equation , below , the subscript D and the superscript k , and the overbar , are deliberately omitted since the integral equation is equally applicable to each unknown velocity potential .
In presenting the associated integral equation , below , the subscript D and the superscript k , and the overbar , are deliberately omitted since the integral equation is equally applicable to each unknown velocity potential .
Page 184
The asymptotic forms of the potentials may now be substituted into the free - surface integral in Eq . 20 for r > R and the O - integrations evaluated analytically . The remaining r - integrand may be integrated explicitly in terms of ...
The asymptotic forms of the potentials may now be substituted into the free - surface integral in Eq . 20 for r > R and the O - integrations evaluated analytically . The remaining r - integrand may be integrated explicitly in terms of ...
Page 208
The integral ( 17 ) can also be treated as a contour integral . When r > p , we may rewrite Jn ( kr ) in the integrand of ( 17 ) as Ź ( 1 , " ? kr ) + H *** kr ) ] , and extend the integral interval of ( 17 ) to ( -00 , + 00 ) by the ...
The integral ( 17 ) can also be treated as a contour integral . When r > p , we may rewrite Jn ( kr ) in the integrand of ( 17 ) as Ź ( 1 , " ? kr ) + H *** kr ) ] , and extend the integral interval of ( 17 ) to ( -00 , + 00 ) by the ...
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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