Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 86
FLEXIBILITY MATRIX DETER : IINATION AND NATURAL FREQUENCY CALCULATION FOR 10DEL STRUCTURES х 1. ... y of the lumped mass structure in the X and y directions , which were used to replace the flexibility matrices of original model ...
FLEXIBILITY MATRIX DETER : IINATION AND NATURAL FREQUENCY CALCULATION FOR 10DEL STRUCTURES х 1. ... y of the lumped mass structure in the X and y directions , which were used to replace the flexibility matrices of original model ...
Page 173
ABSTRACT INTRODUCTION The Caisson Tower Platform ( CTP ) is a fixed offshore structure which is structurally suited for service in water depths ranging from 9 meters ( 30 feet ) to 120 meters ( 400 feet ) .
ABSTRACT INTRODUCTION The Caisson Tower Platform ( CTP ) is a fixed offshore structure which is structurally suited for service in water depths ranging from 9 meters ( 30 feet ) to 120 meters ( 400 feet ) .
Page 249
ABSTRACT structure which employs the active control system can be smaller than that of the structures without active control . If the static strength is adequate , the active control system can be operated only for the case of rough sea ...
ABSTRACT structure which employs the active control system can be smaller than that of the structures without active control . If the static strength is adequate , the active control system can be operated only for the case of rough sea ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |