Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 36
Page 6
... ( kips ) ( kips ) 817 798 Max . 2nd - order Tension due to Slowly Varying Wind and Wave Forces Sig . 2nd - order Tension ( Max./1.53 ) Sig . 1st - order Tension 4-1 / 8 " D. ANCHOR CHAIN ( kips ) 754 264 261 258 256 173 171 14 169 167 295 ...
... ( kips ) ( kips ) 817 798 Max . 2nd - order Tension due to Slowly Varying Wind and Wave Forces Sig . 2nd - order Tension ( Max./1.53 ) Sig . 1st - order Tension 4-1 / 8 " D. ANCHOR CHAIN ( kips ) 754 264 261 258 256 173 171 14 169 167 295 ...
Page 261
... kips - foot / rad with a stabilizer virtual weight within the 100,000- to 300,000 - kip range should be used . = For the practical range of values considered , C2 does not have a significant influence on the T and T2 periods . C1 / C2 ...
... kips - foot / rad with a stabilizer virtual weight within the 100,000- to 300,000 - kip range should be used . = For the practical range of values considered , C2 does not have a significant influence on the T and T2 periods . C1 / C2 ...
Page 299
... kips Initial Buoyancy 46,400 kips Initial Pretension = 13,916 kips Total Number of Tendons = 16 ( 4 per leg ) TABLE 2. TLP MODEL STATISTICS = 135 = 735 = 128 Total Number of Nodes Total Number of Equations Total Number of Elements Total ...
... kips Initial Buoyancy 46,400 kips Initial Pretension = 13,916 kips Total Number of Tendons = 16 ( 4 per leg ) TABLE 2. TLP MODEL STATISTICS = 135 = 735 = 128 Total Number of Nodes Total Number of Equations Total Number of Elements Total ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
Semisubmersible Floating Production for the Gulf of Mexico | 13 |
OFFSHORE MECHANICS | 23 |
Copyright | |
41 other sections not shown
Other editions - View all
Common terms and phrases
adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect energy equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform polyester pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Fig simulation soil static stiffness strength stress structure subsea surface syntactic foam turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire