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 478
... influence of Cs of the soil on the uplifting force is quite small , and so it can be neglected . For the case of the elastic porous seabed without rubble - mound , the influence of Cs of the soil is evident , a , and it should not be ...
... influence of Cs of the soil on the uplifting force is quite small , and so it can be neglected . For the case of the elastic porous seabed without rubble - mound , the influence of Cs of the soil is evident , a , and it should not be ...
Page 580
... influence on the performance of the joint . This connection influence will , of course , be included in the behaviour of the joint , together with the adjoining parts of the beam and column which are subjected to local peaks of moments ...
... influence on the performance of the joint . This connection influence will , of course , be included in the behaviour of the joint , together with the adjoining parts of the beam and column which are subjected to local peaks of moments ...
Page 227
... influence of and B on partial safety factors . The block coefficient had no sig- nificant influence on the results . Note two principle observations : 1. Referring to vertical stillwater bending moments ( Fig . 8 ) , containerships of ...
... influence of and B on partial safety factors . The block coefficient had no sig- nificant influence on the results . Note two principle observations : 1. Referring to vertical stillwater bending moments ( Fig . 8 ) , containerships of ...
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