Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 239
DYNAMIC RESPONSE OF ELASTIC HORIZONTAL CIRCULAR CYLINDERS BY WAVE SLAMMING Coastal and Oceanographic Engineering Department University of Florida Gainesville , Florida NE £ RLUD WAVE LOADING ON DYNAMIC SENSITIVE OFFSHORE STRUCTURES ...
DYNAMIC RESPONSE OF ELASTIC HORIZONTAL CIRCULAR CYLINDERS BY WAVE SLAMMING Coastal and Oceanographic Engineering Department University of Florida Gainesville , Florida NE £ RLUD WAVE LOADING ON DYNAMIC SENSITIVE OFFSHORE STRUCTURES ...
Page 245
... dynamic analysis . The stud- ies of six real size truss members show that the dynamic amplification factors are in the range DAF = 0.3 0.6 . Analysis of the dynamic characteristics of the cylinder response suggested that the effects of ...
... dynamic analysis . The stud- ies of six real size truss members show that the dynamic amplification factors are in the range DAF = 0.3 0.6 . Analysis of the dynamic characteristics of the cylinder response suggested that the effects of ...
Page 249
3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A SLENDER JACKET STRUCTURE . Model platform The results of time domain stochastic dynamic analysis of a slender response jacket structure will be presented to demonstrate the method ...
3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A SLENDER JACKET STRUCTURE . Model platform The results of time domain stochastic dynamic analysis of a slender response jacket structure will be presented to demonstrate the method ...
Contents
OCEAN WAVES | 1 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
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added mass amplitude analysis applied array assumed body boundary calculated circular cylinder coefficient comparison component computed considered constant corresponding crest cylinder damping defined depends depth determined direction distribution domain drag coefficient drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid forward frequency function given horizontal hydrodynamic incident increase inertia integral irregular Kc number length lift force linear load low-frequency maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters period pile plate potential predicted presented pressure problem radiation range reference regular waves respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge swing Table theory velocity vertical vessel vortex wave force wave height