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 104kN / 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 104kN / 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 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave