Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 252
Table : 1 Motion Response of the coupled Tanker - Buoy System due to Wave , Wind and Current Wave Wind Current BUOY MOTIONS SHIP MOTIONS MOORING FORCE ( KN ) Heading Heading Heading SURGE ( M ) SWAY ( M ) SURGE ( M ) SWAY ( M ) YAW ...
Table : 1 Motion Response of the coupled Tanker - Buoy System due to Wave , Wind and Current Wave Wind Current BUOY MOTIONS SHIP MOTIONS MOORING FORCE ( KN ) Heading Heading Heading SURGE ( M ) SWAY ( M ) SURGE ( M ) SWAY ( M ) YAW ...
Page 423
DESIGN OF FIXED OFFSHORE PLATFORMS TO DYNAMIC SHIP IMPACT LOADS Christian Eilersen Maersk Olie & Gas A / S Copenhagen , Denmark DESIGN OF FIXED OFFSHORE PLATFORMS TO DYNAMIC SHIP IMPACT LOADS.
DESIGN OF FIXED OFFSHORE PLATFORMS TO DYNAMIC SHIP IMPACT LOADS Christian Eilersen Maersk Olie & Gas A / S Copenhagen , Denmark DESIGN OF FIXED OFFSHORE PLATFORMS TO DYNAMIC SHIP IMPACT LOADS.
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Vp = 0 PHASE 1 Vg = Ve < Vso PHASE 2 comow omson omont omown öll ömm Not > Nadwo Nsl - Ivd = 0 SHIP PHASE 3 Ivsl = Ivalo o XG PHASE 4 COLLISION FORCE Xs PLATFORM - Figure 1 The phases Simplified ship collision Model of a ship impact .
Vp = 0 PHASE 1 Vg = Ve < Vso PHASE 2 comow omson omont omown öll ömm Not > Nadwo Nsl - Ivd = 0 SHIP PHASE 3 Ivsl = Ivalo o XG PHASE 4 COLLISION FORCE Xs PLATFORM - Figure 1 The phases Simplified ship collision Model of a ship impact .
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces