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 67
Model tests were conducted ( i ) in regular head waves , and ( ii ) in both
restrained and moored ( but free to respond to the waves ) conditions to measure
the air gap at eight different locations by using wave probes at these points and
to ...
Model tests were conducted ( i ) in regular head waves , and ( ii ) in both
restrained and moored ( but free to respond to the waves ) conditions to measure
the air gap at eight different locations by using wave probes at these points and
to ...
Page 68
Wave Elevation ( m ) Air Gap Measurement Points Figure 5 H / H / X H / A = 1 / 10
= 1 / 20 = 1 / 40 Heading Regular wave with T = 5 sec , Foxed Condition As
expected , the maximum wave amplification is at point 7 which is located in the
area ...
Wave Elevation ( m ) Air Gap Measurement Points Figure 5 H / H / X H / A = 1 / 10
= 1 / 20 = 1 / 40 Heading Regular wave with T = 5 sec , Foxed Condition As
expected , the maximum wave amplification is at point 7 which is located in the
area ...
Page 101
Normalized loads for wave with following current Maximum UᏧCo F . / Fw Model
- 1 1 . 223 Model - II 0 . 589 1 . 214 0 . 73 ( - ) 0 . 589 Minimum F / F % Model - 1
Model - 11T UJC . 0 . 589 0 . 589 1 1 . 227 1 . 211 1 . 30 ( - ) Descriptions of ...
Normalized loads for wave with following current Maximum UᏧCo F . / Fw Model
- 1 1 . 223 Model - II 0 . 589 1 . 214 0 . 73 ( - ) 0 . 589 Minimum F / F % Model - 1
Model - 11T UJC . 0 . 589 0 . 589 1 1 . 227 1 . 211 1 . 30 ( - ) Descriptions of ...
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Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692049 | 17 |
Copyright | |
32 other sections not shown
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added amplitude analysis applied approach ASME bending body bottom boundary calculated capacity coefficients collision compared comparison computed configuration considered Copyright coupled curve damage damping deck defined developed direction displacement distribution domain dynamic effects element energy Engineering equation estimate experimental experiments fatigue field Figure floating flow force frequency function given heave height hull hydrodynamic impact increase International joints length linear load locations mass maximum mean measured Mechanics method mode mooring motion natural nonlinear numerical obtained Ocean offshore operation parameters performed period pile pipe plate platform position predicted presented pressure problem ratio reduced reference relative represents respectively response riser sensor ship shown shows simulation soil solution static stiffness stress structure surface Table tank tension transverse unit values vertical vessel water depth wave weld wind