Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 422
... soil settlement , soil instability such as liquefaction and induced water wave motion . Energy from earthquakes propagates through soil and rock in the form of either shear or compressional waves , which excite the foundations of the ...
... soil settlement , soil instability such as liquefaction and induced water wave motion . Energy from earthquakes propagates through soil and rock in the form of either shear or compressional waves , which excite the foundations of the ...
Page 423
... soil de formations due to seismic or wave loading . Representative data from such tests can be obtained if a typical soil sample is subjected to a cyclic - stress - time - history similar to the irregular wave form of the design storm ...
... soil de formations due to seismic or wave loading . Representative data from such tests can be obtained if a typical soil sample is subjected to a cyclic - stress - time - history similar to the irregular wave form of the design storm ...
Page 424
... Soil at the level of pile tip Gg . = 6.37 x 104 kN / m2 Using these soil and pile properties , the natural frequency of vertical vibrations and the natural frequency and amplitude of horizontal vibrations were computed following the ...
... Soil at the level of pile tip Gg . = 6.37 x 104 kN / m2 Using these soil and pile properties , the natural frequency of vertical vibrations and the natural frequency and amplitude of horizontal vibrations were computed following the ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period