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 212
... assumed that the void ratio - effective pressure rela- tion in ground depends on the chemical potential energies or interactions . Under an a assumption that the chemical potential energies can be conserved into the potential energies ...
... assumed that the void ratio - effective pressure rela- tion in ground depends on the chemical potential energies or interactions . Under an a assumption that the chemical potential energies can be conserved into the potential energies ...
Page 340
... assumed for Ca , which in turn will depend on the circumstances . The sample values shown in Table 1 are approximate , but are useful in interpreting the experimental results . Preliminary simulations were carried out using assumed ...
... assumed for Ca , which in turn will depend on the circumstances . The sample values shown in Table 1 are approximate , but are useful in interpreting the experimental results . Preliminary simulations were carried out using assumed ...
Page 366
... assumed to be homogeneous and isotropic which is a good model for steel structures . Although deformations may become large , strains are assumed to remain uniformly small . This permits the use of linear constitutive relations between ...
... assumed to be homogeneous and isotropic which is a good model for steel structures . Although deformations may become large , strains are assumed to remain uniformly small . This permits the use of linear constitutive relations between ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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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 vane vessel wave weight wire