Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 161
... problem . The boundary value problem is first transformed into an iterative set of quasi- linearized boundary value problems . The quasi - linearized boundary value problem is decomposed into a set of initial value problems such that ...
... problem . The boundary value problem is first transformed into an iterative set of quasi- linearized boundary value problems . The quasi - linearized boundary value problem is decomposed into a set of initial value problems such that ...
Page 272
... problem is a nonhomogeneous boundary value problem , it can be split into two problem . let Ø = 01 + 02 ( A - 27 ) T = T1 + T2 ( A - 28 ) 1 U = U1 + U2 ( A - 29 ) 1 V = V1 + V2 ( A - 30 ) then one problem can be expressed as dø1 ds $ 1 ...
... problem is a nonhomogeneous boundary value problem , it can be split into two problem . let Ø = 01 + 02 ( A - 27 ) T = T1 + T2 ( A - 28 ) 1 U = U1 + U2 ( A - 29 ) 1 V = V1 + V2 ( A - 30 ) then one problem can be expressed as dø1 ds $ 1 ...
Page 380
structure near - field seismic waves · Figure 1 Problem Geometry far - field ||| 1 ( x , x ) 0 - int problem 1 Z ❤ free field σ = 01 + Po2 + S03 + M04 ( 1.a ) problem 2 u = u1 + Pu1⁄2 + Su3 + Mu4 ( 1.b ) w = w1 + Pw2 + Sw3 + Mw4 ( 1.c ) ...
structure near - field seismic waves · Figure 1 Problem Geometry far - field ||| 1 ( x , x ) 0 - int problem 1 Z ❤ free field σ = 01 + Po2 + S03 + M04 ( 1.a ) problem 2 u = u1 + Pu1⁄2 + Su3 + Mu4 ( 1.b ) w = w1 + Pw2 + Sw3 + Mw4 ( 1.c ) ...
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 cylinder 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 integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures 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 tension leg platform tests theory transverse values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind