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 324
As the wind / wave incoming angle nears 180 , there is a reduction in the total mooring line force ratio Y. This reduction is within 0.9 when B < 0.1 . This further supports the point that when B 0.1 there is a limit for the influence ...
As the wind / wave incoming angle nears 180 , there is a reduction in the total mooring line force ratio Y. This reduction is within 0.9 when B < 0.1 . This further supports the point that when B 0.1 there is a limit for the influence ...
Page 418
For a given S / D ratio and clay , the group efficiency decreases with the increase of the number of piles ( N - mx n ) in the group . 3 . For a given clay soil ( that is , given cul and the number of piles in the group , the group ...
For a given S / D ratio and clay , the group efficiency decreases with the increase of the number of piles ( N - mx n ) in the group . 3 . For a given clay soil ( that is , given cul and the number of piles in the group , the group ...
Page 588
The term short , thin - walled cylinder is used for a variety of geometries , but it is in this paper and in Danish offshore structures used for cylinders with a R / t - ratio between 10 and 50 and a L / R - ratio between 0.5 and 15 ...
The term short , thin - walled cylinder is used for a variety of geometries , but it is in this paper and in Danish offshore structures used for cylinders with a R / t - ratio between 10 and 50 and a L / R - ratio between 0.5 and 15 ...
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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 |