Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 170
... Bridge & Iron , " Hydrostatic Beam - Column Tests ( Phase II ) " , Final Report Contract Number C92731 , API Project Number 87-56 Plainfield , Illinois , 1989 . Chicago Bridge & Iron , " Collapse Tests of Fabricated Cylin- ders Under ...
... Bridge & Iron , " Hydrostatic Beam - Column Tests ( Phase II ) " , Final Report Contract Number C92731 , API Project Number 87-56 Plainfield , Illinois , 1989 . Chicago Bridge & Iron , " Collapse Tests of Fabricated Cylin- ders Under ...
Page 4
... bridges , in which estimates of average flooding were made , based on available ( often 10-15 years ) statis- tics . For installation of a floating bridge , a wave height correspon- ding to 15 year return period was considered . Except ...
... bridges , in which estimates of average flooding were made , based on available ( often 10-15 years ) statis- tics . For installation of a floating bridge , a wave height correspon- ding to 15 year return period was considered . Except ...
Page 57
... bridge connection between two North Sea platforms is considered . The bridge is disconnected as the wind speed exceeds a certain value , vo , and it is reconnected as the significant wave height decreases below a given threshold , ho ...
... bridge connection between two North Sea platforms is considered . The bridge is disconnected as the wind speed exceeds a certain value , vo , and it is reconnected as the significant wave height decreases below a given threshold , ho ...
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 | |
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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