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 449
DESIGN LOAD CRITERIA FOR COMBINATIONS OF OFFSHORE ENVIRONMENTAL LOADS M. A. Maes Queen's University Kingston , Ontario , Canada M. A. Nessim Centre for Frontier Engineering Research University of Alberta Campus Edmonton , Alberta ...
DESIGN LOAD CRITERIA FOR COMBINATIONS OF OFFSHORE ENVIRONMENTAL LOADS M. A. Maes Queen's University Kingston , Ontario , Canada M. A. Nessim Centre for Frontier Engineering Research University of Alberta Campus Edmonton , Alberta ...
Page 450
we а For instance , in the case of two environmental processes , would calculate the principal load effects X and х ( say , with one hundred year s1 return period ) , as well as certain companion values x and and determine the design ...
we а For instance , in the case of two environmental processes , would calculate the principal load effects X and х ( say , with one hundred year s1 return period ) , as well as certain companion values x and and determine the design ...
Page 452
of : Normalized Combined Specified Load 1.0 2 - .8 the relative magnitudes of the two processes ( a / a , in equation ( 4 ) ) ; the probabilistic parameters of each load process ; the crosscorrelation properties of the processes .
of : Normalized Combined Specified Load 1.0 2 - .8 the relative magnitudes of the two processes ( a / a , in equation ( 4 ) ) ; the probabilistic parameters of each load process ; the crosscorrelation properties of the processes .
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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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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 |