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 93
on ABSTRACT The total transverse forces on each of two piles in the side - by - side arrangement and the tandem arrangement are exper i mentally investigated in irregular waves and the total in - line wave forces are measured ...
on ABSTRACT The total transverse forces on each of two piles in the side - by - side arrangement and the tandem arrangement are exper i mentally investigated in irregular waves and the total in - line wave forces are measured ...
Page 96
to determine the drag coefficient Cor of the resultant force with the test data for a single pile . ... Laboratory Study of Lift Forces on Circular Pile , Proc ASCE , 97 , WW4 , 595-814 ( 2 ) Bushnell , M. J. , ( 1977 ) .
to determine the drag coefficient Cor of the resultant force with the test data for a single pile . ... Laboratory Study of Lift Forces on Circular Pile , Proc ASCE , 97 , WW4 , 595-814 ( 2 ) Bushnell , M. J. , ( 1977 ) .
Page 139
The mean drag force in the splash zone is Nc 0 ] mn transformation of the spectral density functions of the ... based on a stochastic decomposition approach for obtaining the spectral density of the second - order drag forces in terms ...
The mean drag force in the splash zone is Nc 0 ] mn transformation of the spectral density functions of the ... based on a stochastic decomposition approach for obtaining the spectral density of the second - order drag forces in terms ...
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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