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 148
... width . The limit in the ratio of tank width to the cylinder radius is 10 according to Calisal and Sabuncu ( 1989 ) . The diameter of the cylinder was chosen as 2-1 / 2 ft . , while the width of the test tank was 33 ft . giving a ratio ...
... width . The limit in the ratio of tank width to the cylinder radius is 10 according to Calisal and Sabuncu ( 1989 ) . The diameter of the cylinder was chosen as 2-1 / 2 ft . , while the width of the test tank was 33 ft . giving a ratio ...
Page 412
... width , use of a ship dry dock can be an economical alternative to a barge or a graving dock . By use of a barge like the NC barge CONTWIN ( Width : 63m , length : 120m ) bases up to 60m width can be constructed . Typical float off ...
... width , use of a ship dry dock can be an economical alternative to a barge or a graving dock . By use of a barge like the NC barge CONTWIN ( Width : 63m , length : 120m ) bases up to 60m width can be constructed . Typical float off ...
Page 269
... Width b ( m ) Normal 0.75 0.01 0.5 Thickness t ( m ) Normal 0.18 E - 1 0.04 Width of weld n ( adim ) Normal 5.25 0.07 0.4 Still - water bending mom.M , ( MN ) | Normal 2174.0 0.55 0.3 Wave bending moment Mw ( MN ) Type I 8631.3 0.07 ...
... Width b ( m ) Normal 0.75 0.01 0.5 Thickness t ( m ) Normal 0.18 E - 1 0.04 Width of weld n ( adim ) Normal 5.25 0.07 0.4 Still - water bending mom.M , ( MN ) | Normal 2174.0 0.55 0.3 Wave bending moment Mw ( MN ) Type I 8631.3 0.07 ...
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