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
... ice - structure interaction are also significant at many locations . An ... level . This pressure wave is in phase with the water wave and has a ... levels ( which depend on magnitude of shear stresses induced ) , the resulting soil ...
... ice - structure interaction are also significant at many locations . An ... level . This pressure wave is in phase with the water wave and has a ... levels ( which depend on magnitude of shear stresses induced ) , the resulting soil ...
Page 510
... level . The Endicott Development is the first offshore oil field to be ... ice loading ( pilings and sheet - pile cells ) and by permafrost that is not ... ice loading and , moreover , the potential failure mode of the struc- ture is not ...
... level . The Endicott Development is the first offshore oil field to be ... ice loading ( pilings and sheet - pile cells ) and by permafrost that is not ... ice loading and , moreover , the potential failure mode of the struc- ture is not ...
Page 511
... ice breaks up and withdraws from the coastal water , a large volume of river ... ice sheet over the ocean surface in late September or early October ( Stringer ... level displace- ments of 0.5 to +1.0 m at the shoreline being relatively ...
... ice breaks up and withdraws from the coastal water , a large volume of river ... ice sheet over the ocean surface in late September or early October ( Stringer ... level displace- ments of 0.5 to +1.0 m at the shoreline being relatively ...
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