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 56
... experiment , elastic motion response of out - of - plane and in- plane etc. are measured . The set - up system of the experiment is illustrated in Fig.3 . In Table 1 and Table 2 , principal particulars of the model and incident wave ...
... experiment , elastic motion response of out - of - plane and in- plane etc. are measured . The set - up system of the experiment is illustrated in Fig.3 . In Table 1 and Table 2 , principal particulars of the model and incident wave ...
Page 62
... experiment are 15m and 5m . In addition , effect of superstruc- ture whose dimensions are 800m long , 40m wide and 7.5m height , was also tested in the experiment . As shown in Fig . 1 , in case A , case B and case C experiment , each ...
... experiment are 15m and 5m . In addition , effect of superstruc- ture whose dimensions are 800m long , 40m wide and 7.5m height , was also tested in the experiment . As shown in Fig . 1 , in case A , case B and case C experiment , each ...
Page 89
... experiment results are shown in Figs . 12 and 13 for a current running at about 0.1 m / s . The ROV starts from ... experiment . ( route tracking : set route and path ) Fig . 13 Result of full scale experiment . ( depth time series : set ...
... experiment results are shown in Figs . 12 and 13 for a current running at about 0.1 m / s . The ROV starts from ... experiment . ( route tracking : set route and path ) Fig . 13 Result of full scale experiment . ( depth time series : set ...
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