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 241
With a little over three years of data available , the most suitable analysis period can be chosen . This period generally should be in excess of one year , so all constituents with periods over to one year can be computed . We used the ...
With a little over three years of data available , the most suitable analysis period can be chosen . This period generally should be in excess of one year , so all constituents with periods over to one year can be computed . We used the ...
Page 596
... period is noted . 5 m m E m2 5 m mi m3 E = 210 x 10 N / mm 2 Legs : $ 125 x 5 mm 2 Braces : $ 75 x 2.5 mm 2 Period ( sec ) 1.50 སྲྀ ཎྜ ིི ཧྱ སྐྱ ཎྱ 0.75 0.00 10 ° 101 102 3 10 104 105 m2 Axial flexibility at X - joints only Axial joint ...
... period is noted . 5 m m E m2 5 m mi m3 E = 210 x 10 N / mm 2 Legs : $ 125 x 5 mm 2 Braces : $ 75 x 2.5 mm 2 Period ( sec ) 1.50 སྲྀ ཎྜ ིི ཧྱ སྐྱ ཎྱ 0.75 0.00 10 ° 101 102 3 10 104 105 m2 Axial flexibility at X - joints only Axial joint ...
Page 50
... period . A storm event is modelled as a sequence of station- ary sea states and can be characterized by time series of the significant wave height and the peak period . Since the foundation safety is governed by accumulation mechanisms ...
... period . A storm event is modelled as a sequence of station- ary sea states and can be characterized by time series of the significant wave height and the peak period . Since the foundation safety is governed by accumulation mechanisms ...
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