Examination of the intact stability and the seakeeping behaviour
Examination of the intact stability and the seakeeping behaviour
Examination of the intact stability and the seakeeping behaviour
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List <strong>of</strong> Figures<br />
2.1 Calculation model for <strong>the</strong> RAO determination . . . . . . . . . . . . . . . . . . . . 6<br />
2.2 Typical RAOs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8<br />
2.3 Jonswap spectrum for H 1/3 = 7, 5 m <strong>and</strong> T p = 11 s . . . . . . . . . . . . . . . . . 11<br />
3.1 Lines plan <strong>of</strong> one <strong>of</strong> <strong>the</strong> examined vessels . . . . . . . . . . . . . . . . . . . . . . . 13<br />
3.2 Lightship distribution <strong>of</strong> one <strong>of</strong> <strong>the</strong> examined vessels . . . . . . . . . . . . . . . . 14<br />
3.3 Bilge keel area distribution . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16<br />
3.4 Bridge height above ballast arrival waterline . . . . . . . . . . . . . . . . . . . . . 17<br />
3.5 Vessels size range . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18<br />
4.1 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 01 . . . . . . . . . . . . . . . . . . . . 19<br />
4.2 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 01 in accident situation 3 . 20<br />
4.3 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 02 . . . . . . . . . . . . . . . . . . . . 21<br />
4.4 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 02 in accident situation 3 . 22<br />
4.5 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 03 . . . . . . . . . . . . . . . . . . . . 22<br />
4.6 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 03 in accident situation 3 . 23<br />
4.7 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 04 . . . . . . . . . . . . . . . . . . . . 24<br />
4.8 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 04 in accident situation 3 . 25<br />
4.9 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 05 . . . . . . . . . . . . . . . . . . . . 25<br />
4.10 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 05 in accident situation 2 . 26<br />
4.11 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 06 . . . . . . . . . . . . . . . . . . . . 27<br />
4.12 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 06 in accident situation 3 . 28<br />
4.13 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 07 . . . . . . . . . . . . . . . . . . . . 28<br />
4.14 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 07 in accident situation 3 . 29<br />
4.15 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 08 . . . . . . . . . . . . . . . . . . . . 30<br />
4.16 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 08 in accident situation 3 . 31<br />
4.17 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 09 . . . . . . . . . . . . . . . . . . . . 31<br />
4.18 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 09 in accident situation 3 . 32<br />
4.19 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 10 . . . . . . . . . . . . . . . . . . . . 33<br />
4.20 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 10 in accident situation 2 . 34<br />
4.21 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 11 . . . . . . . . . . . . . . . . . . . . 34<br />
4.22 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 11 in accident situation 3 . 35<br />
4.23 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 12 . . . . . . . . . . . . . . . . . . . . 36<br />
4.24 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 12 in accident situation 3 . 37<br />
4.25 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 13 . . . . . . . . . . . . . . . . . . . . 37<br />
4.26 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 13 in accident situation 2 . 38<br />
4.27 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 14 . . . . . . . . . . . . . . . . . . . . 39<br />
4.28 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 14 in accident situation 2 . 40<br />
4.29 Lines plan <strong>and</strong> lateral areas <strong>of</strong> Vessel No. 15 . . . . . . . . . . . . . . . . . . . . 41<br />
4.30 Transversal acceleration on <strong>the</strong> bridge <strong>of</strong> Vessel No. 15 in accident situation 3 . 42<br />
5.1 Transversal accelerations on <strong>the</strong> bridge against GM solid . . . . . . . . . . . . . . . 44<br />
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