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 42
For calculating the nodal loads , the individual elements are considered as fixed at both ends and the load intensity on the member is taken to vary linearly ...
For calculating the nodal loads , the individual elements are considered as fixed at both ends and the load intensity on the member is taken to vary linearly ...
Page 367
In the meantime , the directional spectra of well the cross - spectra of wave forces have to be considered as well . The mass changed the top of platform is usually occured . One has to pay attention to it , because it makes the crests ...
In the meantime , the directional spectra of well the cross - spectra of wave forces have to be considered as well . The mass changed the top of platform is usually occured . One has to pay attention to it , because it makes the crests ...
Page 381
To study the progressive growth of damage , elastic - plastic effects will have to be considered . Although not considered in this paper , residual stresses and the phenomenon of shake - out effects under cyclic loading are also ...
To study the progressive growth of damage , elastic - plastic effects will have to be considered . Although not considered in this paper , residual stresses and the phenomenon of shake - out effects under cyclic loading are also ...
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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