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 444
The MSF main key figures are : Height ( excluding supports and module stools ) MSP main truss width MSP main truss ... The MSP supports wellhead , drilling , generation , separation , compression and export modules , living quarter ...
The MSF main key figures are : Height ( excluding supports and module stools ) MSP main truss width MSP main truss ... The MSP supports wellhead , drilling , generation , separation , compression and export modules , living quarter ...
Page 486
The distribution of modules is displayed on Figure 3 and includes five components : an accommodation module , a generation module , a drillers module , a wellhead module and a process module . The weight of these modules is 33 000 ...
The distribution of modules is displayed on Figure 3 and includes five components : an accommodation module , a generation module , a drillers module , a wellhead module and a process module . The weight of these modules is 33 000 ...
Page 286
Example of Explosion Protection Main schedule milestones being : оо The explosion load on a platform is partly determined by the shape and openings of the module in which the gas explodes and partly by the location and shape of ...
Example of Explosion Protection Main schedule milestones being : оо The explosion load on a platform is partly determined by the shape and openings of the module in which the gas explodes and partly by the location and shape of ...
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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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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