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 199
... structure is subjected to significant levels of structural damping . Experimental verification of the co - existence ... structure , since it controls the level of response in the so - called ' resonance bandwidth ' of the structure ...
... structure is subjected to significant levels of structural damping . Experimental verification of the co - existence ... structure , since it controls the level of response in the so - called ' resonance bandwidth ' of the structure ...
Page 340
... structures are still in the early stage of development .... Little attention appears to have been given to developing methods which introduce into the structure new members or nodes that may be required to derive an optimum design ...
... structures are still in the early stage of development .... Little attention appears to have been given to developing methods which introduce into the structure new members or nodes that may be required to derive an optimum design ...
Page 341
... structural blocks , Fig . 1 ( b ) . Other forms of incremental structures could be used so long as they interface properly with the base structure and with subsequent incremental structures . Only the incremental structure of Fig . 1 ...
... structural blocks , Fig . 1 ( b ) . Other forms of incremental structures could be used so long as they interface properly with the base structure and with subsequent incremental structures . Only the incremental structure of Fig . 1 ...
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