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
... cyclic loading with cyclic shear stresses transferred to the foundation soils . During the occurrence of a sea storm , this cyclic loading can last for hours with typical maximum wave in the north sea having a period of 10 to 20 seconds ...
... cyclic loading with cyclic shear stresses transferred to the foundation soils . During the occurrence of a sea storm , this cyclic loading can last for hours with typical maximum wave in the north sea having a period of 10 to 20 seconds ...
Page 423
combination of static and cyclic loads under undrained conditions . When a soil is subjected to a series of cyclic loading pulses , both cyclic strains and residual strains develop . Permanent ( residual ) strains result from volume ...
combination of static and cyclic loads under undrained conditions . When a soil is subjected to a series of cyclic loading pulses , both cyclic strains and residual strains develop . Permanent ( residual ) strains result from volume ...
Page 425
... Cyclic and Static Laboratory Tests on Drammen Clay , " Journal of the Geotechnical Engineering Division , ASCE , Vol . 106 , No. GT5 , May , 1980 , pp . 499-529 . 6. Bea , R. A. , Bernard , H. A. , Arnold , P. and Doyle , E. H. , " Soil ...
... Cyclic and Static Laboratory Tests on Drammen Clay , " Journal of the Geotechnical Engineering Division , ASCE , Vol . 106 , No. GT5 , May , 1980 , pp . 499-529 . 6. Bea , R. A. , Bernard , H. A. , Arnold , P. and Doyle , E. H. , " Soil ...
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