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 28
... Bending stiffness , Dy ( N · m ) Transverse Bending stiffness , Dx ( N · m ) A , B , C 2.0354E + 10 1.6554E + 10 DI 9.8603E + 09 6.1288E + 09 D2 1.9924E + 10 1.5921E + 10 E 1.9178E + 10 1.6554E + 10 F 1.9178E + 10 1.6554E + 10 HADING ...
... Bending stiffness , Dy ( N · m ) Transverse Bending stiffness , Dx ( N · m ) A , B , C 2.0354E + 10 1.6554E + 10 DI 9.8603E + 09 6.1288E + 09 D2 1.9924E + 10 1.5921E + 10 E 1.9178E + 10 1.6554E + 10 F 1.9178E + 10 1.6554E + 10 HADING ...
Page 42
... bending stress due to deflection wave at x - 250m from the weather side end . It should be noted that the bending stress amplitude is maximum at the Suzuki's characteristic circular frequency w , ( Tsubogo et al . , 1997 , 1998a ) ...
... bending stress due to deflection wave at x - 250m from the weather side end . It should be noted that the bending stress amplitude is maximum at the Suzuki's characteristic circular frequency w , ( Tsubogo et al . , 1997 , 1998a ) ...
Page 44
... 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 amplitudes of the bending moment and incident wave frequencies w ...
... 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 amplitudes of the bending moment and incident wave frequencies w ...
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