Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 44
... Figure A 1. Numerical data for this model is shown in Table Al . Bending stresses are measured by strain guages attached at both surfaces of the longitudinal strip . Figure A2 shows experimental results of the relation between response ...
... Figure A 1. Numerical data for this model is shown in Table Al . Bending stresses are measured by strain guages attached at both surfaces of the longitudinal strip . Figure A2 shows experimental results of the relation between response ...
Page 97
... Figure 6 ) was higher than that produced by the ISE simula- tion . Preliminary field test data appears to indicate better agreement with our results . -16 Surge Cane Tenson PISH Total Tension Ship -16.5 20 .17 3.5 D 50 100 180 200 Time ...
... Figure 6 ) was higher than that produced by the ISE simula- tion . Preliminary field test data appears to indicate better agreement with our results . -16 Surge Cane Tenson PISH Total Tension Ship -16.5 20 .17 3.5 D 50 100 180 200 Time ...
Page 109
... ( Figure 8 ) . Several severe storms tested out the effectiveness of our guys , and they survived with flying colours ( Figure 9 ) . Figure 4. Theseus being removed from the ice hole and placed back on its trolley . Figure 6. Wide Span ...
... ( Figure 8 ) . Several severe storms tested out the effectiveness of our guys , and they survived with flying colours ( Figure 9 ) . Figure 4. Theseus being removed from the ice hole and placed back on its trolley . Figure 6. Wide Span ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind