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 210
Safety Index ( 8 ) 2.50 2.00 Safety Index ( 8 ) 1.50 1.00 0.50 0.00 2.00 1.50 1.00 0.50 0.00 Safety Index ( B ) 4.00 3.00 2.00 1.00 0.00 -1.00 210 Safety Index Safety Index ( 8 ) Safety Index (. [ 6 ] M. C. Ximenes . System Fatigue ...
Safety Index ( 8 ) 2.50 2.00 Safety Index ( 8 ) 1.50 1.00 0.50 0.00 2.00 1.50 1.00 0.50 0.00 Safety Index ( B ) 4.00 3.00 2.00 1.00 0.00 -1.00 210 Safety Index Safety Index ( 8 ) Safety Index (. [ 6 ] M. C. Ximenes . System Fatigue ...
Page 221
PARTIAL SAFETY FACTORS FOR VERTICAL BENDING LOADS ON CONTAINERSHIPS AN RELIABILITY ASSESSMENT TECHNIQUES APPLIED TO THE DESIGN OF MARINE. 1991 OMAE - Volume II , Safety and Reliability ASME 1991 C. Östergaard Germanischer Lloyd Hamburg ...
PARTIAL SAFETY FACTORS FOR VERTICAL BENDING LOADS ON CONTAINERSHIPS AN RELIABILITY ASSESSMENT TECHNIQUES APPLIED TO THE DESIGN OF MARINE. 1991 OMAE - Volume II , Safety and Reliability ASME 1991 C. Östergaard Germanischer Lloyd Hamburg ...
Page 227
... safety fac- tors calculated with ( 27 ) and ( 28 ) , are given as parameters in Figs . 8 and 10 . containerships of lengths between 150 and 200 meters require the highest partial safety factors . The influence of the beam of a ship is ...
... safety fac- tors calculated with ( 27 ) and ( 28 ) , are given as parameters in Figs . 8 and 10 . containerships of lengths between 150 and 200 meters require the highest partial safety factors . The influence of the beam of a ship is ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile