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 127
... Table 4 . Table 4 : Wave characteristics measured in the tow / wave basin . Parameter Test Gravity - type Wave Height Central Spar Wave Height Wave Period Wave Length Tandem Full Scale 8.44 m Model Scale 0.374 m Wave Period Wave Length ...
... Table 4 . Table 4 : Wave characteristics measured in the tow / wave basin . Parameter Test Gravity - type Wave Height Central Spar Wave Height Wave Period Wave Length Tandem Full Scale 8.44 m Model Scale 0.374 m Wave Period Wave Length ...
Page 135
... Table 3. As seen from the Table , the lowest range of motion of the grid is observed for orientation 2. The maximal tensile stress in the mooring grid lines is also the lowest for this orientation ( 0.13263 × 108 Pa vs. 0.1654x108 Pa ...
... Table 3. As seen from the Table , the lowest range of motion of the grid is observed for orientation 2. The maximal tensile stress in the mooring grid lines is also the lowest for this orientation ( 0.13263 × 108 Pa vs. 0.1654x108 Pa ...
Page 163
... Table 1. For each model the rotation was constant for all axial air velocities . The flow properties for the different flow coefficients are shown in Table 2 . The flow coefficient , , is the ratio of the axial velocity to the blade tip ...
... Table 1. For each model the rotation was constant for all axial air velocities . The flow properties for the different flow coefficients are shown in Table 2 . The flow coefficient , , is the ratio of the axial velocity to the blade tip ...
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