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 363
Establish an approximate long - term distribution of the response from frequency domain response analyses . ... and the approximate distribution can again be found as a weightened sum of Rayleigh distributions : All calculations related ...
Establish an approximate long - term distribution of the response from frequency domain response analyses . ... and the approximate distribution can again be found as a weightened sum of Rayleigh distributions : All calculations related ...
Page 50
mean frequency Poisson distribution determined by the of upcrossing fz : It is noted that , as a special case , when the variances in two component direction are equal , Eq . ( 2 ) reduces to the Rayleigh distribution , as expected ...
mean frequency Poisson distribution determined by the of upcrossing fz : It is noted that , as a special case , when the variances in two component direction are equal , Eq . ( 2 ) reduces to the Rayleigh distribution , as expected ...
Page 171
For example , if one assumes that the initial crack size distribution is normally distributed then there is some chance ... Several studies have used one - sided distributions , for example the log normal ( 9 ) , for the initial crack ...
For example , if one assumes that the initial crack size distribution is normally distributed then there is some chance ... Several studies have used one - sided distributions , for example the log normal ( 9 ) , for the initial crack ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind