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 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis anchor applied bending calculations components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine vessel wave weight