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 75
The maximum value of F / F equals 1.28 and maximum Fux / F is 1.23 , the maximum dwe equals 60 ° and maximum am is 50 ° when KC number is between 15 to 30 . As to compare with Figs . 3-5 , the region of 15 < KC < 30 is the case of lift ...
The maximum value of F / F equals 1.28 and maximum Fux / F is 1.23 , the maximum dwe equals 60 ° and maximum am is 50 ° when KC number is between 15 to 30 . As to compare with Figs . 3-5 , the region of 15 < KC < 30 is the case of lift ...
Page 61
The result for maximum tension is shown in Table 6. It is noted that the material coefficient , Ym , derived from the present analyses in general is less than that of the NPD regulations . Pretension in this table is allocated to the ...
The result for maximum tension is shown in Table 6. It is noted that the material coefficient , Ym , derived from the present analyses in general is less than that of the NPD regulations . Pretension in this table is allocated to the ...
Page 163
SPECIFICATION OF SIMULATED TYPICAL STORMS • Tide and current only Period of maximum maximum crest elevation Significant wave height wave energy ( sec ) above mean sea level ( m ) 3 day storm 6 day storm Platform B ( m ) REFERENCES 1 .
SPECIFICATION OF SIMULATED TYPICAL STORMS • Tide and current only Period of maximum maximum crest elevation Significant wave height wave energy ( sec ) above mean sea level ( m ) 3 day storm 6 day storm Platform B ( m ) REFERENCES 1 .
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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 |