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 273
+ ayn + 1 ( 9 ) Transformation to Fourier - Chebyshev Space Each of the individual solutions satisfies the boundary condition given by Eq . ( 7 ) , while the two boundary conditions given by Eq . ( 8 ) determine the unknown coefficients ...
+ ayn + 1 ( 9 ) Transformation to Fourier - Chebyshev Space Each of the individual solutions satisfies the boundary condition given by Eq . ( 7 ) , while the two boundary conditions given by Eq . ( 8 ) determine the unknown coefficients ...
Page 418
The results of these calculations are shown in Figs . 6 , 7 , 8 and 9 . These plots of n versus S / D show the following general trends . 1 . For a given type of clay ( that is , given cu ) , pile configuration ...
The results of these calculations are shown in Figs . 6 , 7 , 8 and 9 . These plots of n versus S / D show the following general trends . 1 . For a given type of clay ( that is , given cu ) , pile configuration ...
Page 51
The corresponding probability density given as 2 . 2.p'rîm ) 5 m -P exp (exp ( - ) ) ... ( 127 It should be mentioned here that assumption underlying Eq . ( 3 ) implies that df is to be evaluated only for z dz for .
The corresponding probability density given as 2 . 2.p'rîm ) 5 m -P exp (exp ( - ) ) ... ( 127 It should be mentioned here that assumption underlying Eq . ( 3 ) implies that df is to be evaluated only for z dz for .
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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