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 58
( TA ) and CTB ) are the projection matrixes of velocity and acceleration term , respectively . The linear ization coefficients in matrix ( TA ) are function of spatial position . So in this paper the integral of drag term are divided ...
( TA ) and CTB ) are the projection matrixes of velocity and acceleration term , respectively . The linear ization coefficients in matrix ( TA ) are function of spatial position . So in this paper the integral of drag term are divided ...
Page 160
The quantities Ti ( n ) and Tz ( n ) are the linear and the quadratic wave - force transfer functions , respectively . Considering the time delay between wave measurement and actual wave action on the TLP , fi ( t ) and fa ( t ) can be ...
The quantities Ti ( n ) and Tz ( n ) are the linear and the quadratic wave - force transfer functions , respectively . Considering the time delay between wave measurement and actual wave action on the TLP , fi ( t ) and fa ( t ) can be ...
Page 166
H , and H2 are called the linear and quadratic filter operators , respectively . x ( n ) : amplitude of the incident sea - wave at time ndt , which is sampled with a fixed time interval dt . yz ( n ) : the response of a moored vessel to ...
H , and H2 are called the linear and quadratic filter operators , respectively . x ( n ) : amplitude of the incident sea - wave at time ndt , which is sampled with a fixed time interval dt . yz ( n ) : the response of a moored vessel to ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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Common terms and phrases
acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height