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 419
... elements of brace & Solid element of weld chord The most successful weld model found and used in these analyses utilised 6 noded solid elements for the weld , these being attached to adjacent brace and chord nodes via multi- point ...
... elements of brace & Solid element of weld chord The most successful weld model found and used in these analyses utilised 6 noded solid elements for the weld , these being attached to adjacent brace and chord nodes via multi- point ...
Page 518
... ELEMENT Elastic element The USFOS beam element is valid for large displacements , but restricted to moderate strains . An updated Lagrange formulation ( co - rotational ) is used based on Green strains . For moderate element deflection ...
... ELEMENT Elastic element The USFOS beam element is valid for large displacements , but restricted to moderate strains . An updated Lagrange formulation ( co - rotational ) is used based on Green strains . For moderate element deflection ...
Page 308
... elements . When the elements ti , ta . and tp - 1 have failed , the safety margins of the sur- viving element t is given by X Z. ( D ) = R. C. [ b , ( D ) ยท ( L + R ' ' ) ] D - 1 3 m Fig . 3 Addition of virtual degrees of freedom ...
... elements . When the elements ti , ta . and tp - 1 have failed , the safety margins of the sur- viving element t is given by X Z. ( D ) = R. C. [ b , ( D ) ยท ( L + R ' ' ) ] D - 1 3 m Fig . 3 Addition of virtual degrees of freedom ...
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