Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 143
... dynamic wind loads on compliant tower responses . The investigation results indicate that the impact of using dynamic wind loads ( based on a one - hour average wind speed with gust fluctuation ) would be a reduction in dynamic tower ...
... dynamic wind loads on compliant tower responses . The investigation results indicate that the impact of using dynamic wind loads ( based on a one - hour average wind speed with gust fluctuation ) would be a reduction in dynamic tower ...
Page 145
... dynamic response analyses . Each of the 25 random wave records has the same duration as the random wind force and was simulated from a unidirectional Pierson- Moskowitz wave spectrum with significant wave height of 40 feet and mean zero ...
... dynamic response analyses . Each of the 25 random wave records has the same duration as the random wind force and was simulated from a unidirectional Pierson- Moskowitz wave spectrum with significant wave height of 40 feet and mean zero ...
Page 146
... dynamic responses and applied loads , respectively , can be realized if the dynamic wind loads with waves are used instead of static wind load superimposed to the wave responses . By excluding the admittance function , dynamic tower ...
... dynamic responses and applied loads , respectively , can be realized if the dynamic wind loads with waves are used instead of static wind load superimposed to the wave responses . By excluding the admittance function , dynamic tower ...
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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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind