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 79
In reality the structural model contains soil foundation and crack damage is a nonlinear system . [ K ] and [ C ] for the system are nonlinear . However , for simplifying the analysis linear modelling was assumed .
In reality the structural model contains soil foundation and crack damage is a nonlinear system . [ K ] and [ C ] for the system are nonlinear . However , for simplifying the analysis linear modelling was assumed .
Page 212
a Summary of Relative Energy Concept in steady state problems , ground is assumed to be in thermodynamical equilibrium . when the profile is described in terms of the void ratio - effective pressure relationship .
a Summary of Relative Energy Concept in steady state problems , ground is assumed to be in thermodynamical equilibrium . when the profile is described in terms of the void ratio - effective pressure relationship .
Page 366
This assumption is acceptable since we are only interested in the global behavior of the system and the diameter to length ratio is very small . The material is assumed to be homogeneous and isotropic which is a good model for ...
This assumption is acceptable since we are only interested in the global behavior of the system and the diameter to length ratio is very small . The material is assumed to be homogeneous and isotropic which is a good model for ...
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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 |