Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 128
In conventional method, the tether mass, tether damping, and tether curvature are
ignored. The effect of water depth on the stiffness is represented by an equivalent
spring model. In Fylling and Larson's study (1987), the catenary effect which ...
In conventional method, the tether mass, tether damping, and tether curvature are
ignored. The effect of water depth on the stiffness is represented by an equivalent
spring model. In Fylling and Larson's study (1987), the catenary effect which ...
Page 381
SELECTIVE ENUMERATION METHOD FOR IDENTIFICATION OF DOMINANT
FAILURE PATHS OF LARGE STRUCTURES Navil K Shetty WS Atkins Science
and Technology Epsom, United Kingdom 382 □ 1 st Branching (J-l)th Branching
...
SELECTIVE ENUMERATION METHOD FOR IDENTIFICATION OF DOMINANT
FAILURE PATHS OF LARGE STRUCTURES Navil K Shetty WS Atkins Science
and Technology Epsom, United Kingdom 382 □ 1 st Branching (J-l)th Branching
...
Page 388
In order to enable comparison of SEM and B&B methods, only 36 important
members in the structure have been included in the failure tree enumeration. For
the sake of this comparison, enumeration is first carried out following the B&B
method ...
In order to enable comparison of SEM and B&B methods, only 36 important
members in the structure have been included in the failure tree enumeration. For
the sake of this comparison, enumeration is first carried out following the B&B
method ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy 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 maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio 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 vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind