Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 23
Page 455
... stiffener and impact between ring stiffeners both with and without longitudinal stiffeners . Boundary conditions , element mesh and material models were varied during the tests . The model is built using four noded shell elements ( 24 ...
... stiffener and impact between ring stiffeners both with and without longitudinal stiffeners . Boundary conditions , element mesh and material models were varied during the tests . The model is built using four noded shell elements ( 24 ...
Page 458
... stiffeners . Panel buckling is defined as a " column - type " buckling of longitudinal / ring stiffeners ; see figure 18 . Check of longitudinal- and ring stiffeners has to be performed together with a check of a ring - stiffened ...
... stiffeners . Panel buckling is defined as a " column - type " buckling of longitudinal / ring stiffeners ; see figure 18 . Check of longitudinal- and ring stiffeners has to be performed together with a check of a ring - stiffened ...
Page 461
... stiffeners 2 x longitudinal stiffeners SHIP SHIP . no longitudinal stiffeners A 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 DISPLACEMENT ( m ) 1 Fig . 22. Deformations of tube at impact between ring stiffeners , with and without longitudinal ...
... stiffeners 2 x longitudinal stiffeners SHIP SHIP . no longitudinal stiffeners A 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 DISPLACEMENT ( m ) 1 Fig . 22. Deformations of tube at impact between ring stiffeners , with and without longitudinal ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
25 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power