Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 74
Page 367
In order to overcome this problem one can try to fit an analytical function to the largest extremes for example the 10 % largest - and use this " tail function " as a distribution for extreme estimation . This can be done even if the ...
In order to overcome this problem one can try to fit an analytical function to the largest extremes for example the 10 % largest - and use this " tail function " as a distribution for extreme estimation . This can be done even if the ...
Page 110
The displacement response transfer function vectors are obtained by expressing the steady - state displacement response of the linear differential system in equation ( 26 ) alternatively to equation ( 33 ) as Since the differential ...
The displacement response transfer function vectors are obtained by expressing the steady - state displacement response of the linear differential system in equation ( 26 ) alternatively to equation ( 33 ) as Since the differential ...
Page 268
The basic limit state function g ( z ) for brittle fracture and plastic collapse failure modes is formulated in terms of a finite set of basic variables , 21,22 ... 2 , i.e. material CTOD , crack depth , crack length , plate thickness ...
The basic limit state function g ( z ) for brittle fracture and plastic collapse failure modes is formulated in terms of a finite set of basic variables , 21,22 ... 2 , i.e. material CTOD , crack depth , crack length , plate thickness ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
30 other sections not shown
Other editions - View all
Common terms and phrases
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 |