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 542
... sand bank . It was filled with sand from the river bottom simulating a sloping sand bank support point . The support structure is illustrated in Figure 2. For experiments with rock supports the rocks were mounted such that the cable did ...
... sand bank . It was filled with sand from the river bottom simulating a sloping sand bank support point . The support structure is illustrated in Figure 2. For experiments with rock supports the rocks were mounted such that the cable did ...
Page 605
... Sand An entirely undrained failure in sand is uninteresting , as this situation will probably never occur . in which N = MIN ( 9 , 6.17 ( 1 + 0.35 = tip d2 Yw + a2 7m • a2 / De ) } The limiting transient state that may be interesting is ...
... Sand An entirely undrained failure in sand is uninteresting , as this situation will probably never occur . in which N = MIN ( 9 , 6.17 ( 1 + 0.35 = tip d2 Yw + a2 7m • a2 / De ) } The limiting transient state that may be interesting is ...
Page 620
... SAND For a suction pile embedded in a pure sand deposit the total breakout capacity is investigated for drained states ( no suction at all ) and for transient states , in which suction may take place depending on the upward velocity of ...
... SAND For a suction pile embedded in a pure sand deposit the total breakout capacity is investigated for drained states ( no suction at all ) and for transient states , in which suction may take place depending on the upward velocity of ...
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