Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 13
... vertical wall , there are three kinds of waves : namely standing waves , breaking waves and broken waves , which depends on the combination of wave parameters , the size of vertical wall and rubble mound foundation . As well known , the ...
... vertical wall , there are three kinds of waves : namely standing waves , breaking waves and broken waves , which depends on the combination of wave parameters , the size of vertical wall and rubble mound foundation . As well known , the ...
Page 17
... vertical wall is for high rubble mound foundation ≥ 1.5 there are standing waves , but when when d d / < 15 there are breaking waves ; for middle height of rubble when d≥18 there are d mound foundation ( = 4 > 0 ) d / standing waves ...
... vertical wall is for high rubble mound foundation ≥ 1.5 there are standing waves , but when when d d / < 15 there are breaking waves ; for middle height of rubble when d≥18 there are d mound foundation ( = 4 > 0 ) d / standing waves ...
Page 63
... vertical cylinder is investigated . The fixed cylinder is of constant circular cross - section and extends from the sea floor through the free surface . Both the generalized Boussinesq and the Green - Naghdi shallow - water wave ...
... vertical cylinder is investigated . The fixed cylinder is of constant circular cross - section and extends from the sea floor through the free surface . Both the generalized Boussinesq and the Green - Naghdi shallow - water wave ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Underwater Cylindrical Structures | 73 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power