Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 571
... ground shaking causing the structures to undergo large deformations well into the plastic range . Previous research ... ground respectively . [ M ] is the structural mass matrix , while [ C ] is the structural damping matrix . [ Kr ] ...
... ground shaking causing the structures to undergo large deformations well into the plastic range . Previous research ... ground respectively . [ M ] is the structural mass matrix , while [ C ] is the structural damping matrix . [ Kr ] ...
Page 576
... ground acceleration time history is again the first 7 seconds of EL CENTRO N - S , with amplification factors . A linear static analysis is carried out using dead load applied on the deck . Fluid - structure interaction , soil ...
... ground acceleration time history is again the first 7 seconds of EL CENTRO N - S , with amplification factors . A linear static analysis is carried out using dead load applied on the deck . Fluid - structure interaction , soil ...
Page 332
... ground directly from the vessel , without a pipe between the valves . The jet release results in an uncon- fined vapour cloud . After less than 10 s steady state conditions are achieved . In addition to pure- ly gaseous release two ...
... ground directly from the vessel , without a pipe between the valves . The jet release results in an uncon- fined vapour cloud . After less than 10 s steady state conditions are achieved . In addition to pure- ly gaseous release two ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile