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 55
Page 27
... seastates ; without low frequency term 12 | 0.85457 | 0.65131 | 1.05866 | 0.53737 | 0.03820 Excluding 2 outlier seastates ; without low frequency term | 1.02508 | 0.40609 | 0.89538 | 0.28111 | 0.68346 All seastates ; with low frequency ...
... seastates ; without low frequency term 12 | 0.85457 | 0.65131 | 1.05866 | 0.53737 | 0.03820 Excluding 2 outlier seastates ; without low frequency term | 1.02508 | 0.40609 | 0.89538 | 0.28111 | 0.68346 All seastates ; with low frequency ...
Page 180
... seastates having significant wave heights ( Hs ) between 6 and 21 m ( Fig . 4 ) . The return periods presented in Fig . 4 are derived from Haring and Heideman's [ 2 ] extreme value analysis of hindcast GOM hurricane seastates ( Sector C ...
... seastates having significant wave heights ( Hs ) between 6 and 21 m ( Fig . 4 ) . The return periods presented in Fig . 4 are derived from Haring and Heideman's [ 2 ] extreme value analysis of hindcast GOM hurricane seastates ( Sector C ...
Page 182
... seastates analyzed . All values are normalized by the probability of failure for the chain segment ( all lines intact ) in a 100 - yr storm . For the intact condition , the probability of failure for both a single link on the upper ...
... seastates analyzed . All values are normalized by the probability of failure for the chain segment ( all lines intact ) in a 100 - yr storm . For the intact condition , the probability of failure for both a single link on the upper ...
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