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 164
This finding is in good agreement with laboratory experiments , which have consistently shown that the maximum deep water wave steepness , ao / a , reached prior to breaking for both steady and unsteady waves is in the range 0.10-0.11 ...
This finding is in good agreement with laboratory experiments , which have consistently shown that the maximum deep water wave steepness , ao / a , reached prior to breaking for both steady and unsteady waves is in the range 0.10-0.11 ...
Page 267
16 and 17 , is shown in figure 3 ; this will be added to the original filter phase . In principle , arbitrary number of these filters , each with a different 91 , might be combined to generate any desired phase response , modulo 21 . an ...
16 and 17 , is shown in figure 3 ; this will be added to the original filter phase . In principle , arbitrary number of these filters , each with a different 91 , might be combined to generate any desired phase response , modulo 21 . an ...
Page 430
This Figure also shows that the point A represents the optimal decision which has the maximum grade of membership of the fuzzy decision . а fuzzy optimum design of structures shown in equation ( 1 ) will be transformed into fuzzy ...
This Figure also shows that the point A represents the optimal decision which has the maximum grade of membership of the fuzzy decision . а fuzzy optimum design of structures shown in equation ( 1 ) will be transformed into fuzzy ...
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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