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 224
... represented in crests and under - represented in troughs . A good example of this can be seen in Figure 1. Shown are measurements of ŋ , u , and Stretching Approximations . The notion of predicting kine- matics beneath irregular waves ...
... represented in crests and under - represented in troughs . A good example of this can be seen in Figure 1. Shown are measurements of ŋ , u , and Stretching Approximations . The notion of predicting kine- matics beneath irregular waves ...
Page 329
... represented . It is this feature of the finite element approach , which relates acoustic loading to under - ice ... represents the ice canopy while the lower darker area represents the fluid . the modeled region . These pressure field ...
... represented . It is this feature of the finite element approach , which relates acoustic loading to under - ice ... represents the ice canopy while the lower darker area represents the fluid . the modeled region . These pressure field ...
Page 675
... represented as a pair of springs that model the lateral resistance to sliding and the vertical resistance to overturning moment . Figure 2 depicts this arrangement . The derivation of the mudmat " springs " will depend on the ...
... represented as a pair of springs that model the lateral resistance to sliding and the vertical resistance to overturning moment . Figure 2 depicts this arrangement . The derivation of the mudmat " springs " will depend on the ...
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