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 256
The free - surface boundary , which is obtained as part of the solution to the problem , is denoted by Spa We assume ... are basically two different approaches to solving nonlinear wave diffraction problems based on the potential flow .
The free - surface boundary , which is obtained as part of the solution to the problem , is denoted by Spa We assume ... are basically two different approaches to solving nonlinear wave diffraction problems based on the potential flow .
Page 533
SYNTHESIS OF A DEVELOPMENT ALTERNATIVE FOR AN OFFSHORE PROSPECT USING COUPLED DECISION SUPPORT PROBLEMS J. Almlund ... PROBLEM BACKGROUND Development plans for offshore hydrocarbon fields involve large investments and therefore large ...
SYNTHESIS OF A DEVELOPMENT ALTERNATIVE FOR AN OFFSHORE PROSPECT USING COUPLED DECISION SUPPORT PROBLEMS J. Almlund ... PROBLEM BACKGROUND Development plans for offshore hydrocarbon fields involve large investments and therefore large ...
Page 534
SCHEMATIC OF AN OFFSHORE DEVELOPMENT ALTERNATIVE INTRODUCTION TO DECISION SUPPORT PROBLEMS For real - world , practical ... Therefore , the solution to the problem , even if it is obtained using optimization techniques , cannot be the ...
SCHEMATIC OF AN OFFSHORE DEVELOPMENT ALTERNATIVE INTRODUCTION TO DECISION SUPPORT PROBLEMS For real - world , practical ... Therefore , the solution to the problem , even if it is obtained using optimization techniques , cannot be the ...
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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