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 472
IMPORTANT PERIOD RELATIONSHIPS Physical quantities that influenced the sway and bow - bending mode periods significantly were reported for configuration in 2600 ft water depth ( Morrison et al 1988 ) . Parameters that were considered ...
IMPORTANT PERIOD RELATIONSHIPS Physical quantities that influenced the sway and bow - bending mode periods significantly were reported for configuration in 2600 ft water depth ( Morrison et al 1988 ) . Parameters that were considered ...
Page 264
The simple discussion on selection of optimum I & R period may be made from Fig.3 : Ri = [ rijk doxp ( i = 1,2 , ... , n ) ( 43 ) The evaluated result on the ith factor is Table 1 B ; = U , * R ; = [ bik ll xp ( 44 ) Ni ( 10 ° ) N N. N ...
The simple discussion on selection of optimum I & R period may be made from Fig.3 : Ri = [ rijk doxp ( i = 1,2 , ... , n ) ( 43 ) The evaluated result on the ith factor is Table 1 B ; = U , * R ; = [ bik ll xp ( 44 ) Ni ( 10 ° ) N N. N ...
Page 264
The simple discussion on selection of optimum I & R period may be made from Fig . 3 : Ri = [ rijk doxp ( i = 1,2 , ... , n ) ( 43 ) The evaluated result on the ith factor is Table . 1 B ; = U * R ; = [ bik xp ( 44 ) Ni ( 109 ) NA N. N ...
The simple discussion on selection of optimum I & R period may be made from Fig . 3 : Ri = [ rijk doxp ( i = 1,2 , ... , n ) ( 43 ) The evaluated result on the ith factor is Table . 1 B ; = U * R ; = [ bik xp ( 44 ) Ni ( 109 ) NA N. N ...
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |