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 75
Page 266
... applied loads is displayed on table ( 3 ) . Table ( 3 ) Summary of Applied Loads Nomenclature Gravity Load ( Tons ) Lateral Load ( Tons ) L - 1 877 72 L - 2 1753 100 L - 3 285 49 ACTUAL PILE SOIL STRUCTURE CONFIGURATION -- Fig.5 ...
... applied loads is displayed on table ( 3 ) . Table ( 3 ) Summary of Applied Loads Nomenclature Gravity Load ( Tons ) Lateral Load ( Tons ) L - 1 877 72 L - 2 1753 100 L - 3 285 49 ACTUAL PILE SOIL STRUCTURE CONFIGURATION -- Fig.5 ...
Page 452
... applied finite - element formulation of limit analysis to inclined plate anchors . Consideration was given to the ... applied force acting on anchor padeye FH Horizontal component of applied force Fp Force component parallel to plate ...
... applied finite - element formulation of limit analysis to inclined plate anchors . Consideration was given to the ... applied force acting on anchor padeye FH Horizontal component of applied force Fp Force component parallel to plate ...
Page 618
... applied global curvature . These quantities are defined by differential geometry . The v1 quantity is related to the ... applied . For the Sz element , Hooke's material law in combination with cubic , linear and constant displacement ...
... applied global curvature . These quantities are defined by differential geometry . The v1 quantity is related to the ... applied . For the Sz element , Hooke's material law in combination with cubic , linear and constant displacement ...
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