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 53
... ( model test results give approx . 43.5 m ) that the model line system is ... tests are equal to the mean tensions . This may not necessarily be the fact ... model test points are to be moved " horizontally " towards higher pretention in ...
... ( model test results give approx . 43.5 m ) that the model line system is ... tests are equal to the mean tensions . This may not necessarily be the fact ... model test points are to be moved " horizontally " towards higher pretention in ...
Page 196
... model tests and numerical analyses . The field tests of a large pipe pile in soft silty clay along the downstream of the Changjiang River with p - y curve derived and some of the model test resul- ts have already been presented ...
... model tests and numerical analyses . The field tests of a large pipe pile in soft silty clay along the downstream of the Changjiang River with p - y curve derived and some of the model test resul- ts have already been presented ...
Page 197
Two - Way Cyclic Loading Tests In case of two - way cyclic loading , the model tests yield quite different results . The hysteresis curves obtained in the tests under different load levels for 20 cycles are shown in Fig.5 . It can ...
Two - Way Cyclic Loading Tests In case of two - way cyclic loading , the model tests yield quite different results . The hysteresis curves obtained in the tests under different load levels for 20 cycles are shown in Fig.5 . It can ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
Semisubmersible Floating Production for the Gulf of Mexico | 13 |
OFFSHORE MECHANICS | 23 |
Copyright | |
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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