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 17
The c.d.f. of extreme response related to a period of n years can be estimated by assuming each storm to be an equally distributed and independent event , hence : The structure used in this study is an idealized model of an eight - leg ...
The c.d.f. of extreme response related to a period of n years can be estimated by assuming each storm to be an equally distributed and independent event , hence : The structure used in this study is an idealized model of an eight - leg ...
Page 154
( 3 ) , which uses a marked Poisson process to represent the occurrences of storms , where the marks measure the duration and severity of each storm . The time history and spatial variation of ( Hs , Tz , ) are described here by two ...
( 3 ) , which uses a marked Poisson process to represent the occurrences of storms , where the marks measure the duration and severity of each storm . The time history and spatial variation of ( Hs , Tz , ) are described here by two ...
Page 155
Consider gridpoint in space , with coordinates u and Assuming that storms move at constant speed from West to East ... The model assumes that , associated with storm i , there is a stationary ( but spatially nonhomogeneous ) random ...
Consider gridpoint in space , with coordinates u and Assuming that storms move at constant speed from West to East ... The model assumes that , associated with storm i , there is a stationary ( but spatially nonhomogeneous ) random ...
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |