Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 75
Page 359
... ( Figure 10 ) have produced consistent and reliable subsidence information since their installation . Platforms 2/7 C , 2/4 F and 2/4 E are used as bench mark platforms for subsidence measurements of all platforms . In Figure 11 the ...
... ( Figure 10 ) have produced consistent and reliable subsidence information since their installation . Platforms 2/7 C , 2/4 F and 2/4 E are used as bench mark platforms for subsidence measurements of all platforms . In Figure 11 the ...
Page 529
... Figure 8. This matrix is constructed by performing a static analysis of the TLP space frame model with 16 unit thermal load cases . A thermal load of 1000 degrees F is input into each jack , with a coefficient of thermal expansion of ...
... Figure 8. This matrix is constructed by performing a static analysis of the TLP space frame model with 16 unit thermal load cases . A thermal load of 1000 degrees F is input into each jack , with a coefficient of thermal expansion of ...
Page 632
... Figure 3 - 6 computed RMS responses in the extreme condition are presented . The results are obtained by both frequency domain and time domain approaches . Among the institutions represented in the given figures , the low frequency ...
... Figure 3 - 6 computed RMS responses in the extreme condition are presented . The results are obtained by both frequency domain and time domain approaches . Among the institutions represented in the given figures , the low frequency ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
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