Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
From inside the book
Results 1-3 of 85
Page 321
... respectively , in - line and transverse displacement vectors respectively . The other terms have already been defined . In order to solve Equations ( 6 ) and ( 7 ) in time domain , the Newmark ẞ approach is used , with B - 1 / 4 , to ...
... respectively , in - line and transverse displacement vectors respectively . The other terms have already been defined . In order to solve Equations ( 6 ) and ( 7 ) in time domain , the Newmark ẞ approach is used , with B - 1 / 4 , to ...
Page 322
... respectively . I is the moment of inertia related to cross sectional axes . SCF is the stress concentration factor . Y1 and X are the distance in y and x axis from the origin respectively . Tz is the axial tension approximate as a ...
... respectively . I is the moment of inertia related to cross sectional axes . SCF is the stress concentration factor . Y1 and X are the distance in y and x axis from the origin respectively . Tz is the axial tension approximate as a ...
Page 491
... respectively . Also , SXTTbl and SYTTbl denote the normal stresses in X and Y global directions at TT - joint for brace No. 1 , respectively . Brace No. 1 illustrated in fig . 4 . As shown in the figure the residual stress distribution ...
... respectively . Also , SXTTbl and SYTTbl denote the normal stresses in X and Y global directions at TT - joint for brace No. 1 , respectively . Brace No. 1 illustrated in fig . 4 . As shown in the figure the residual stress distribution ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
83 other sections not shown
Other editions - View all
Common terms and phrases
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine