Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 83
... defined as the total change in length from the original length of the rope when first installed . It is of concern during installation and also to assure that there is sufficient capacity to take up rope creep which might occur over the ...
... defined as the total change in length from the original length of the rope when first installed . It is of concern during installation and also to assure that there is sufficient capacity to take up rope creep which might occur over the ...
Page 672
... defined in a different coordinate system , shown in Fig.3 for a layered soil , then a transformation is carried out as outlined below . In general , it is assumed that a member has a local coordinate system given by x , y and z , and ...
... defined in a different coordinate system , shown in Fig.3 for a layered soil , then a transformation is carried out as outlined below . In general , it is assumed that a member has a local coordinate system given by x , y and z , and ...
Page 698
... defined in Eq . ( 11 ) . If λ > 0 , y = + | x | If λ < 0 , y = -17 \ · ( 1/3 ) ( 12 ) A plot of y versus C ( y ) for positive values of y is shown in Fig . ( 5 ) . Newton - Raphson or other numerical techniques can be used to solve the ...
... defined in Eq . ( 11 ) . If λ > 0 , y = + | x | If λ < 0 , y = -17 \ · ( 1/3 ) ( 12 ) A plot of y versus C ( y ) for positive values of y is shown in Fig . ( 5 ) . Newton - Raphson or other numerical techniques can be used to solve the ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind