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 70
Page 500
... assumed to be ma - рлD214 The lift force is assumed to be ( 10 ) d . - W1 2πSUID ( 12 ) The model does not include the effects in - line vibrations may have on the transverse vibrations . A number of forced vibration experiments ...
... assumed to be ma - рлD214 The lift force is assumed to be ( 10 ) d . - W1 2πSUID ( 12 ) The model does not include the effects in - line vibrations may have on the transverse vibrations . A number of forced vibration experiments ...
Page 181
... assumed distribution types and coefficients of variation ( c.o.v. ) for the variables in the single component reliability equation are summarized in Table 1. The mean component strengths used for the reliability study were ...
... assumed distribution types and coefficients of variation ( c.o.v. ) for the variables in the single component reliability equation are summarized in Table 1. The mean component strengths used for the reliability study were ...
Page 346
3 In the present case it is assumed an oil production volume of 1.5 MSm3 / year The corresponding oil price for the years of EPP is assumed to vary step wise through the years of EPP from 600 NOK / Sm the first year and approaching the ...
3 In the present case it is assumed an oil production volume of 1.5 MSm3 / year The corresponding oil price for the years of EPP is assumed to vary step wise through the years of EPP from 600 NOK / Sm the first year and approaching the ...
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