Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 73
... soil tests and has a range of 100 to 400. Ld is the liquidity index of soil . The shear strain Y is given by : Tw Y = G. ( 20 ) where Tw is the wave induced soil shear stress . Ge is the equivalent soil shear modulus . These parameters ...
... soil tests and has a range of 100 to 400. Ld is the liquidity index of soil . The shear strain Y is given by : Tw Y = G. ( 20 ) where Tw is the wave induced soil shear stress . Ge is the equivalent soil shear modulus . These parameters ...
Page 672
... soil in the x , y and z directions respectively . However , these soil properties are time- and loading dependable in practice , see e.g. Ishihara ( 1996 ) , so that average design values may be used in the analysis . A rapid loading ...
... soil in the x , y and z directions respectively . However , these soil properties are time- and loading dependable in practice , see e.g. Ishihara ( 1996 ) , so that average design values may be used in the analysis . A rapid loading ...
Page 675
... soil is calculated to be oil = 0.0086 . The rms response ( standard deviation ) of the top displacement is also calculated to compare quantitatively the effect of the soil . It is found that the rms displacement is ou 0.48 m . , the ...
... soil is calculated to be oil = 0.0086 . The rms response ( standard deviation ) of the top displacement is also calculated to compare quantitatively the effect of the soil . It is found that the rms displacement is ou 0.48 m . , the ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind