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 239
DYNAMIC RESPONSE OF ELASTIC HORIZONTAL CIRCULAR CYLINDERS BY
WAVE SLAMMING G. Miao Coastal and Oceanographic Engineering Department
University of Florida Gainesville , Florida WAVE LOADING ON DYNAMIC ...
DYNAMIC RESPONSE OF ELASTIC HORIZONTAL CIRCULAR CYLINDERS BY
WAVE SLAMMING G. Miao Coastal and Oceanographic Engineering Department
University of Florida Gainesville , Florida WAVE LOADING ON DYNAMIC ...
Page 245
The DnV ( Det norske Veritas ) rules about the dynamic load factor are as follows
: ( 7 ) DALTON , C. and NASH , S. M. ( 1976 ) . " Wave Slam on Horizontal
Members of an Offshore Platform " OTC Paper 2500 , Offshore Technology
Conference ...
The DnV ( Det norske Veritas ) rules about the dynamic load factor are as follows
: ( 7 ) DALTON , C. and NASH , S. M. ( 1976 ) . " Wave Slam on Horizontal
Members of an Offshore Platform " OTC Paper 2500 , Offshore Technology
Conference ...
Page 249
3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A
SLENDER JACKET STRUCTURE . Results from analysis methods Model
platform Table 1 compares the 3D dynamic response and dynamic amplification
factor using ...
3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A
SLENDER JACKET STRUCTURE . Results from analysis methods Model
platform Table 1 compares the 3D dynamic response and dynamic amplification
factor using ...
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Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
HYDRODYNAMIC FORCES | 47 |
The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |
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acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind