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 95
... arrangement . In general , the variation tendency for tandem arrangement is similar to that for single pile . When the piles are arranged in side - by - side , their tendency is different from that for a single pile and varies with 1 ...
... arrangement . In general , the variation tendency for tandem arrangement is similar to that for single pile . When the piles are arranged in side - by - side , their tendency is different from that for a single pile and varies with 1 ...
Page 96
... arrangement , CRG is generally than that of single pile CR ( dashed line in Figs . ) . In the case of tandem arrangement , ( CRG ) 1/10 for both front pile and back pile are generally less than CR , and their difference is much less ...
... arrangement , CRG is generally than that of single pile CR ( dashed line in Figs . ) . In the case of tandem arrangement , ( CRG ) 1/10 for both front pile and back pile are generally less than CR , and their difference is much less ...
Page 99
... arrangement wave B2x , ( KC ) 1 / 3 = 8.7 ( b ) , ( c ) bi - pile in tandem arrangement wave J4x , ( KC ) 1 / 3 = 35.8 , 1 / D = 1.5 ( FRG ) 1 / 10 / FG1 / 10 + back pile 2.0 I / D = 1.25 -3.0 1.5 1.4 1.25 2.0 A 1 / D = 1.25 1.2 0.2 5 ...
... arrangement wave B2x , ( KC ) 1 / 3 = 8.7 ( b ) , ( c ) bi - pile in tandem arrangement wave J4x , ( KC ) 1 / 3 = 35.8 , 1 / D = 1.5 ( FRG ) 1 / 10 / FG1 / 10 + back pile 2.0 I / D = 1.25 -3.0 1.5 1.4 1.25 2.0 A 1 / D = 1.25 1.2 0.2 5 ...
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