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 474
... APPLIED DYNAMIC PILE RATIO RATIO MOMENT MOMENT REACT'N [ kNm ] ft - k [ kNm ] k [ kN ] SYSTEM PER - STIFF - TOTAL MAX . DESCRIPTION sec CASE T1 CASE $ 1 Telescope - Pile System ' 24 1.00 1.00 3,580,000 2,670,000 9,500 24 WELLS ; 7,500T ...
... APPLIED DYNAMIC PILE RATIO RATIO MOMENT MOMENT REACT'N [ kNm ] ft - k [ kNm ] k [ kN ] SYSTEM PER - STIFF - TOTAL MAX . DESCRIPTION sec CASE T1 CASE $ 1 Telescope - Pile System ' 24 1.00 1.00 3,580,000 2,670,000 9,500 24 WELLS ; 7,500T ...
Page 475
... APPLIED DYNAMIC PILE RATIO RATIO MOMENT MOMENT REACT'N ft - k [ kNm ] ft - k [ kNm ] ] k_ [ kN ] 3,580,000 2,670,000 9,500 [ 4,859,000 ] [ 3,624,000 ] [ 42,275 ] 24 1.00 1.00 7,500T Payload CASE T2 Telescope - Pile System ' 28 0.95 1.12 ...
... APPLIED DYNAMIC PILE RATIO RATIO MOMENT MOMENT REACT'N ft - k [ kNm ] ft - k [ kNm ] ] k_ [ kN ] 3,580,000 2,670,000 9,500 [ 4,859,000 ] [ 3,624,000 ] [ 42,275 ] 24 1.00 1.00 7,500T Payload CASE T2 Telescope - Pile System ' 28 0.95 1.12 ...
Page 237
... applied stress resultants obtained as M = ST 2/6 and N = = SmT where Sb is the bending component and Sm is the membrane component of the total hot - spot stress Sg Sb Sm at the crack site . The term ' b ' is introduced to account for ...
... applied stress resultants obtained as M = ST 2/6 and N = = SmT where Sb is the bending component and Sm is the membrane component of the total hot - spot stress Sg Sb Sm at the crack site . The term ' b ' is introduced to account for ...
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