Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 272
... expressed as do1 ds dTl TI ds = [ B ] ( A - 31 ) dul S ds VI dvi ds with the boundary condition as follows UI = VI = 0,5 = 0 ( A - 32 ) Úl = Ù‚S = L up ( A - 33 ) VI = V , S = L The other problem can be expressed as do2 ds 22 ୯ T2 ནི ...
... expressed as do1 ds dTl TI ds = [ B ] ( A - 31 ) dul S ds VI dvi ds with the boundary condition as follows UI = VI = 0,5 = 0 ( A - 32 ) Úl = Ù‚S = L up ( A - 33 ) VI = V , S = L The other problem can be expressed as do2 ds 22 ୯ T2 ནི ...
Page 332
... expressed in a matrix form : ΣFm = - [ Ma ] [ Y ] ( 6 ) in which [ M ] is called the added mass matrix the definition of which is given in the appendix and [ Y ] is the vector of platform acceleration expressed at the reference point ...
... expressed in a matrix form : ΣFm = - [ Ma ] [ Y ] ( 6 ) in which [ M ] is called the added mass matrix the definition of which is given in the appendix and [ Y ] is the vector of platform acceleration expressed at the reference point ...
Page 400
... expressed by [ 2 ] ↓↓ ( O1j + sσ1j ) sse¡¡dvo- / s ( Fi + AF ; ) Sau ; ds = 0 ( 6 ) where dvo and ds are , respectively , elementary volume and elementary surface area in the initial state , and afterwards they will be expressed as dv ...
... expressed by [ 2 ] ↓↓ ( O1j + sσ1j ) sse¡¡dvo- / s ( Fi + AF ; ) Sau ; ds = 0 ( 6 ) where dvo and ds are , respectively , elementary volume and elementary surface area in the initial state , and afterwards they will be expressed as dv ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind