Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American 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
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power