Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 260
... WIDTH , ₫ = 120 ft OTOWER WIDTH , d = 100 f 0.2- 0 0.5 1 1.5 2 2.5 3 3.5 L1 / L2 Figure 4 . Effect of L1 / L2 L , A 3 = 2.00 ५/५ G3 / G # 10.00 -20 100 200 300 400 500 600 700 800 TENDON AREA , ( IN ** 2 ) 100.00 Figure 5 . on ...
... WIDTH , ₫ = 120 ft OTOWER WIDTH , d = 100 f 0.2- 0 0.5 1 1.5 2 2.5 3 3.5 L1 / L2 Figure 4 . Effect of L1 / L2 L , A 3 = 2.00 ५/५ G3 / G # 10.00 -20 100 200 300 400 500 600 700 800 TENDON AREA , ( IN ** 2 ) 100.00 Figure 5 . on ...
Page 291
1 ) 2 ) 3 ) 4 ) Base width Both the first and second mode periods were heavily influenced by the base width . A 25 % change in base width resulted in a 30 % change in first mode period and 23 % change in second mode period . The wider ...
1 ) 2 ) 3 ) 4 ) Base width Both the first and second mode periods were heavily influenced by the base width . A 25 % change in base width resulted in a 30 % change in first mode period and 23 % change in second mode period . The wider ...
Page 450
... width . -1 If the signal frequency is F Hx and the velocity of sound is V ms then the beam width of an array of diameter r will be given approximately by 2rx = 1.125 x V ( 17 ) and AWS = 27 S × T F where = beam width / 2 . So ( q and s ...
... width . -1 If the signal frequency is F Hx and the velocity of sound is V ms then the beam width of an array of diameter r will be given approximately by 2rx = 1.125 x V ( 17 ) and AWS = 27 S × T F where = beam width / 2 . So ( q and s ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit 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 pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire