Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 117
... response of a cylindrical type of floating structure which can be used as reservoirs and support of platform is dealt with and the dynamic response characteristics to seaquake is presented in this study . The structure is idealized to ...
... response of a cylindrical type of floating structure which can be used as reservoirs and support of platform is dealt with and the dynamic response characteristics to seaquake is presented in this study . The structure is idealized to ...
Page 368
Response factor Response factor 2 1.5 0.5 0 0.001 2 1.5 0.5 0.01 0.1 Natural time period ( sec ] ¦ || P5 P9 P11 FIG.15.1 RESPONSE SPECTRUM ( INCOMPRESSIBLE PRESSURE SCALING ) ( MODEL TYPE : B , FILLING RATIO : 70 % , OSCILLATION ANGLE ...
Response factor Response factor 2 1.5 0.5 0 0.001 2 1.5 0.5 0.01 0.1 Natural time period ( sec ] ¦ || P5 P9 P11 FIG.15.1 RESPONSE SPECTRUM ( INCOMPRESSIBLE PRESSURE SCALING ) ( MODEL TYPE : B , FILLING RATIO : 70 % , OSCILLATION ANGLE ...
Page 252
... response pattern . A strong dynamic communication along the riser causes a single - frequency response type near the Strouhal frequency at the average flow velocity , even for strongly sheared current profiles . The average displacement ...
... response pattern . A strong dynamic communication along the riser causes a single - frequency response type near the Strouhal frequency at the average flow velocity , even for strongly sheared current profiles . The average displacement ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power