Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 217
... element stiffness ma- trix , element initial stress matrix , and element mass matrix , respectively , { e } is the element force vector with the first two elements being the two resultant forces of the first node , the last two elements ...
... element stiffness ma- trix , element initial stress matrix , and element mass matrix , respectively , { e } is the element force vector with the first two elements being the two resultant forces of the first node , the last two elements ...
Page 434
434 435. the equivalent DQ element is at the inter - element boundary of two real physical elements used to separate ... element boundary of the real physical element . If the two extra nodes are inside the real physical element , the ...
434 435. the equivalent DQ element is at the inter - element boundary of two real physical elements used to separate ... element boundary of the real physical element . If the two extra nodes are inside the real physical element , the ...
Page 437
... element stiffness matrix and element initial stress matrix , and { rt } is the element load vector . The element load vector can be expressed by { r } = - Ve Mi -q -Me T -¶Ñ ‹ _2 Vive ( 40 ) ASSEMBLAGE Keeping the compatibility ...
... element stiffness matrix and element initial stress matrix , and { rt } is the element load vector . The element load vector can be expressed by { r } = - Ve Mi -q -Me T -¶Ñ ‹ _2 Vive ( 40 ) ASSEMBLAGE Keeping the compatibility ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine