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 199
... Maximum stress - strain curves for impacted brace during initial collision Figures ( 9 ) and ( 10 ) show the maximum stress - strain curves for impacted chord and brace during initial collision , respectively . According to figure ( 9 ) ...
... Maximum stress - strain curves for impacted brace during initial collision Figures ( 9 ) and ( 10 ) show the maximum stress - strain curves for impacted chord and brace during initial collision , respectively . According to figure ( 9 ) ...
Page 378
... maximum wave height QHmax ( H ) depending on number of waves Nw , as well as associ- ated maximum wave height distribution Hmax ( H ) W PHmax ( H1 ) = Þ TM ( H1 ) = -e ( 11 ) Differentiation of ( 11 ) with wave height leads to the ...
... maximum wave height QHmax ( H ) depending on number of waves Nw , as well as associ- ated maximum wave height distribution Hmax ( H ) W PHmax ( H1 ) = Þ TM ( H1 ) = -e ( 11 ) Differentiation of ( 11 ) with wave height leads to the ...
Page 522
... Maximum Acceleration and Maximum Rel . Velocity of soil during CSP3 - J Earthquake Simulation ( NERA Calculated ) Depth ( m ) Maxemum Rei Displ ( m / s ) Maximum Shear Stress ( kPa ) 0 2 4 0 50 100 0 0 10 10 15 25 25 Fig . 10 , Maximum ...
... Maximum Acceleration and Maximum Rel . Velocity of soil during CSP3 - J Earthquake Simulation ( NERA Calculated ) Depth ( m ) Maxemum Rei Displ ( m / s ) Maximum Shear Stress ( kPa ) 0 2 4 0 50 100 0 0 10 10 15 25 25 Fig . 10 , Maximum ...
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