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 160
The quantities Ti ( n ) and T2 ( n ) are the linear and the quadratic wave - force transfer functions , respectively . Considering the time delay between wave measurement and actual wave action on the TLP , fi ( t ) and fz ( t ) can be ...
The quantities Ti ( n ) and T2 ( n ) are the linear and the quadratic wave - force transfer functions , respectively . Considering the time delay between wave measurement and actual wave action on the TLP , fi ( t ) and fz ( t ) can be ...
Page 160
The quantities T , ( n ) and T2 ( n ) are the linear and the quadratic wave - force transfer functions , respectively . Considering the time delay between wave measurement and actual wave action on the TLP , fi ( t ) and fu ( t ) can be ...
The quantities T , ( n ) and T2 ( n ) are the linear and the quadratic wave - force transfer functions , respectively . Considering the time delay between wave measurement and actual wave action on the TLP , fi ( t ) and fu ( t ) can be ...
Page 19
... respectively , The second bias factor ( bf ) expresses the ratio between load effects estimated using a " single ... distributed Class I variability with a mean value and a standard deviation of 150 mm and 67.5 mm , respectively .
... respectively , The second bias factor ( bf ) expresses the ratio between load effects estimated using a " single ... distributed Class I variability with a mean value and a standard deviation of 150 mm and 67.5 mm , respectively .
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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 |