Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 466
When the X - axial deformation of mid cross section is evaluated by difference
between the X - axial displacements at the top and at the bottom of mid cross
section , Kn can be considered as an indicator of the X - axial local deformation of
the ...
When the X - axial deformation of mid cross section is evaluated by difference
between the X - axial displacements at the top and at the bottom of mid cross
section , Kn can be considered as an indicator of the X - axial local deformation of
the ...
Page 610
The authors would also like to thank Greg Fairlie and Jimmy Shaikh for carrying
out most of the programming work . In this final example , the bi - axial bending of
the beam , now simplysupported , with permanent plastic deformation is studied .
The authors would also like to thank Greg Fairlie and Jimmy Shaikh for carrying
out most of the programming work . In this final example , the bi - axial bending of
the beam , now simplysupported , with permanent plastic deformation is studied .
Page 229
( 1987 ) - Prediction Stress Expt . Prediction Ratio N2x106 Experiment Rnom (
MPa ) 0.84 O T41A Axia 1 61 262.0 -1.0 0.379 141B Axial C1 164.0 -1.0 0.757
0.6 T217# 1 215 0.76 1.40 4.79 14.60 142A Axial G2 94.0 0.857 -1.0 -1.0 T42B O
...
( 1987 ) - Prediction Stress Expt . Prediction Ratio N2x106 Experiment Rnom (
MPa ) 0.84 O T41A Axia 1 61 262.0 -1.0 0.379 141B Axial C1 164.0 -1.0 0.757
0.6 T217# 1 215 0.76 1.40 4.79 14.60 142A Axial G2 94.0 0.857 -1.0 -1.0 T42B O
...
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Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
HYDRODYNAMIC FORCES | 47 |
The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |
Copyright | |
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acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind