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 261
... passing over a submerged cylinder located at x = 15 . ( N / m ) Fx 20 D = 0.31 , d = 0.29 . Figure 5. Time history of a solitary wave passing over a submerged cylinder located at x = 15 . D = 0.60 , d = 0.50 . 18.0 12.0 6.0 JA JA 4.0 ...
... passing over a submerged cylinder located at x = 15 . ( N / m ) Fx 20 D = 0.31 , d = 0.29 . Figure 5. Time history of a solitary wave passing over a submerged cylinder located at x = 15 . D = 0.60 , d = 0.50 . 18.0 12.0 6.0 JA JA 4.0 ...
Page 417
TABLE 1. Properties of the Soils Used for Model Tests Percent passing No. 40 U.S. sieve ( 0.425 mm opening ) Percent passing No. 200 U.S. sieve ( 0.075 mm opening ) Liquid limit TABLE 2. Summary of Laboratory Tests Pile configuration ...
TABLE 1. Properties of the Soils Used for Model Tests Percent passing No. 40 U.S. sieve ( 0.425 mm opening ) Percent passing No. 200 U.S. sieve ( 0.075 mm opening ) Liquid limit TABLE 2. Summary of Laboratory Tests Pile configuration ...
Page 496
... pass filtered . Approximate solutions ( Nayfeh and Mook , 1979 ) of the equation governing the free oscillation of a single degree of freedom system are investigated : Ũ + f ( u , ủ ) + @jun = 0 u is the displacement , ù is the ...
... pass filtered . Approximate solutions ( Nayfeh and Mook , 1979 ) of the equation governing the free oscillation of a single degree of freedom system are investigated : Ũ + f ( u , ủ ) + @jun = 0 u is the displacement , ù is 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