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 310
... Plate pressive ener plate slenderness strength parameter φ spacing b ( mm ) thickness parameter t ' ( mm ) λp bottom plate HT32 0.7720❘ 760.0 23.4 1.816 bottom plate HT32 0.7410❘ 810.0 23.1 1.935 bottom plate HT32 0.7410 810.0 23.9 ...
... Plate pressive ener plate slenderness strength parameter φ spacing b ( mm ) thickness parameter t ' ( mm ) λp bottom plate HT32 0.7720❘ 760.0 23.4 1.816 bottom plate HT32 0.7410❘ 810.0 23.1 1.935 bottom plate HT32 0.7410 810.0 23.9 ...
Page 314
... plate panels ( Stiansen et al . , 1979 , Moghtaderi- Zadeh and Madsen , 1987 , Guedes Soares , 1988 , Guedes Soares and Silva , 1991 and Bonello et al . , 1991 ) , although stiffened plated structures have received only limited ...
... plate panels ( Stiansen et al . , 1979 , Moghtaderi- Zadeh and Madsen , 1987 , Guedes Soares , 1988 , Guedes Soares and Silva , 1991 and Bonello et al . , 1991 ) , although stiffened plated structures have received only limited ...
Page 321
A parallel system representation was subsequently adopted to define plate failure . It was found that the overall plate reliability is primarily affected by uncertainties in those basic variables which are dominant in the large strain ...
A parallel system representation was subsequently adopted to define plate failure . It was found that the overall plate reliability is primarily affected by uncertainties in those basic variables which are dominant in the large strain ...
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 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