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 485
The hull , made of lightweight concrete , composed of four columns shaped like inverted truncated cones , at 80 metres centres , joined by pontoons of square cross section . This column shape has been shown to be effective in reducing ...
The hull , made of lightweight concrete , composed of four columns shaped like inverted truncated cones , at 80 metres centres , joined by pontoons of square cross section . This column shape has been shown to be effective in reducing ...
Page 486
This trussed - type MSF resting on top of the four columns is primarily composed of two parallel beams receiving the modules . an Particular attention has been paid to the tether load responses resulting from waves at 45 ° with periods ...
This trussed - type MSF resting on top of the four columns is primarily composed of two parallel beams receiving the modules . an Particular attention has been paid to the tether load responses resulting from waves at 45 ° with periods ...
Page 136
The drag force on the splash zone of a column can be written as i = 0 j = 0 ) + D " " " ] [ vx ( t ) vy ( t ) - Cxy ] + D120 ... Further , it may be assumed that the displaced TLP columns remain parallel to their undisplaced position .
The drag force on the splash zone of a column can be written as i = 0 j = 0 ) + D " " " ] [ vx ( t ) vy ( t ) - Cxy ] + D120 ... Further , it may be assumed that the displaced TLP columns remain parallel to their undisplaced position .
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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 |