Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 471
... relatively more flexibility , but exposing it to more active wave zones around the Mean Water Level , also achieved lower pile reactions . FIG . 1 REPRESENTATIVE COMPUTER MODEL INTRODUCTION The importance of Compliant Towers as an ...
... relatively more flexibility , but exposing it to more active wave zones around the Mean Water Level , also achieved lower pile reactions . FIG . 1 REPRESENTATIVE COMPUTER MODEL INTRODUCTION The importance of Compliant Towers as an ...
Page 472
... relatively large lateral displacements associated with compliant towers ) is larger in softer systems . The differences in pile reactions will be explored in two systems : ( 1 ) " S1 " , a relatively " stiff " configuration with ...
... relatively large lateral displacements associated with compliant towers ) is larger in softer systems . The differences in pile reactions will be explored in two systems : ( 1 ) " S1 " , a relatively " stiff " configuration with ...
Page 475
... relative stiffness and mass between the two systems . System " S3 " was relatively stiffer because of the additional pile . System " S3 " had more mass because of the increased steel area . The changes in periods are in proportion to ...
... relative stiffness and mass between the two systems . System " S3 " was relatively stiffer because of the additional pile . System " S3 " had more mass because of the increased steel area . The changes in periods are in proportion to ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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Common terms and phrases
added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power