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 128
In the case of intermediate water depth tending to shallow waer condition , for the side by side arrangement , force distribution levels are found to be lesser than single cylinder , while in the case of tandem arrangement proximity ...
In the case of intermediate water depth tending to shallow waer condition , for the side by side arrangement , force distribution levels are found to be lesser than single cylinder , while in the case of tandem arrangement proximity ...
Page 175
These differences are accountable , because Zhao is assuming infinite water depth and the Newcastle calculations assume an h / r ratio of 3.0 . Both methods of calculation are also quite distinct . Finally we consider both the effects ...
These differences are accountable , because Zhao is assuming infinite water depth and the Newcastle calculations assume an h / r ratio of 3.0 . Both methods of calculation are also quite distinct . Finally we consider both the effects ...
Page 406
RISER DYNAMIC STRESS DRILL SHIP DEPTH = 1000 m T : 0,925 sec RISER DISPLACEMENT DRILLSHIP DEPTH : 1000 m T : 0,925 sec VERTICAL HORIZONTAL ( m ) 1.2 0.8 0.4 0.0 0.8 3 AXIAL * ( E8 Pa ) 4 2 BENDING * ( E8Pa ) O 2 4 0.4 -100 -100 .
RISER DYNAMIC STRESS DRILL SHIP DEPTH = 1000 m T : 0,925 sec RISER DISPLACEMENT DRILLSHIP DEPTH : 1000 m T : 0,925 sec VERTICAL HORIZONTAL ( m ) 1.2 0.8 0.4 0.0 0.8 3 AXIAL * ( E8 Pa ) 4 2 BENDING * ( E8Pa ) O 2 4 0.4 -100 -100 .
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
30 other sections not shown
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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 |