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 427
The structure will be installed on a soft clay bottom in a depth of 305 m at the position 60.4 ' N , 3.4 ' E. The wellhead ... ( ROV ) and guideline support tools , which makes it necessary to have a relatively open protection structure .
The structure will be installed on a soft clay bottom in a depth of 305 m at the position 60.4 ' N , 3.4 ' E. The wellhead ... ( ROV ) and guideline support tools , which makes it necessary to have a relatively open protection structure .
Page 428
MODELS 2.1 Protection Structure The protection structure was built in steel tubes in a scale of 1:10 . The structure consists of 4 corner pile sleeves connected with a horizontal bottom frame of l - profiles and a top frame of ...
MODELS 2.1 Protection Structure The protection structure was built in steel tubes in a scale of 1:10 . The structure consists of 4 corner pile sleeves connected with a horizontal bottom frame of l - profiles and a top frame of ...
Page 307
The integrity of an offshore structure can be best maintained using the concept of full scope , life cycle ... A lifetime cost model for jacket structures is discussed , and it contains cost components incurred in initial design ...
The integrity of an offshore structure can be best maintained using the concept of full scope , life cycle ... A lifetime cost model for jacket structures is discussed , and it contains cost components incurred in initial design ...
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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 |