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 442
... grade concrete would lead to lighter structures , as most of the member thicknesses are governed by stresses ; only approximately 5 % of the elements have the minimum thickness required for construction purposes . Reduced thicknesses ...
... grade concrete would lead to lighter structures , as most of the member thicknesses are governed by stresses ; only approximately 5 % of the elements have the minimum thickness required for construction purposes . Reduced thicknesses ...
Page 87
... grades , that is : u ¡ = { u ; ,, ս 1 ( 3 ) Establishment of weight set in ( 5 ) ( 6 ) ( 7 ) ( 8 ) According to the properties of factors , two kinds of procedure are used . The weight set of main - factors ( or factors 87 Three ...
... grades , that is : u ¡ = { u ; ,, ս 1 ( 3 ) Establishment of weight set in ( 5 ) ( 6 ) ( 7 ) ( 8 ) According to the properties of factors , two kinds of procedure are used . The weight set of main - factors ( or factors 87 Three ...
Page 258
... Grade 50 steel it was found that a lognormal distribution could be adopted with a mean value of 385 N / mm2 and a standard deviation of 25 N / mm2 ( c.o.v. [ o ] = 0.065 ) . This corresponds to a specified characteristic value of 345 N ...
... Grade 50 steel it was found that a lognormal distribution could be adopted with a mean value of 385 N / mm2 and a standard deviation of 25 N / mm2 ( c.o.v. [ o ] = 0.065 ) . This corresponds to a specified characteristic value of 345 N ...
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