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 104
... corresponding to h / L = 0.0 are the monochromatic wave results while at h / L = 1.0 ( Figure 3 ) or 2.0 ( Figure 4 ) , one of the constituent frequencies is zero . The value h / L : = 0.0 corresponds to the diagonal in the bifrequency ...
... corresponding to h / L = 0.0 are the monochromatic wave results while at h / L = 1.0 ( Figure 3 ) or 2.0 ( Figure 4 ) , one of the constituent frequencies is zero . The value h / L : = 0.0 corresponds to the diagonal in the bifrequency ...
Page 275
... corresponding uncertainties . The derived expected value of normalized cyclic shear strength , and corresponding standard deviations are given in Table 1 for the critical strain combination . TABLE 1 Test type EXPECTED VALUES , μ . AND ...
... corresponding uncertainties . The derived expected value of normalized cyclic shear strength , and corresponding standard deviations are given in Table 1 for the critical strain combination . TABLE 1 Test type EXPECTED VALUES , μ . AND ...
Page 327
... corresponding design point direction cosine matrix reliability index vector composed of reliability indices random ... corresponding to an E1 after load caused by failures of E1 , matrices relating T to T. and T Pf pfs T FEE time To Ti ...
... corresponding design point direction cosine matrix reliability index vector composed of reliability indices random ... corresponding to an E1 after load caused by failures of E1 , matrices relating T to T. and T Pf pfs T FEE time To Ti ...
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 |
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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 hydrodynamic force 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 wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind