Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 109
Фү = fourth order cumulant of Y. Sy = stationary fourth order cumulant function Y. 4y = fourth order cumulant function of Y. = central frequency of narrow band process . ως natural frequency of structure . This study investigated the ...
Фү = fourth order cumulant of Y. Sy = stationary fourth order cumulant function Y. 4y = fourth order cumulant function of Y. = central frequency of narrow band process . ως natural frequency of structure . This study investigated the ...
Page 110
For a non - gaussian process , theoretically , knowledge of all higher moment functions is required [ 10 ] , but if ... Therefore the next higher even moment function after the second , i.e. the fourth order moment function , or its one ...
For a non - gaussian process , theoretically , knowledge of all higher moment functions is required [ 10 ] , but if ... Therefore the next higher even moment function after the second , i.e. the fourth order moment function , or its one ...
Page 112
This behaviour of by at higher orders of e could be explained by the following facts : ( a ) Written in its general form , the joint gaussian probability density function to any order ...
This behaviour of by at higher orders of e could be explained by the following facts : ( a ) Written in its general form , the joint gaussian probability density function to any order ...
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Contents
HYDRODYNAMIC FORCES | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
Copyright | |
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acting amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison component computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid free surface frequency function given horizontal hydrodynamic increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase platform potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind