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 11
By using a probabilistic description of the environmental parameters instead of just using their respective extremes , the distribution of the corresponding shear force can be determined . Herein we have adopted FORM procedure for this ...
By using a probabilistic description of the environmental parameters instead of just using their respective extremes , the distribution of the corresponding shear force can be determined . Herein we have adopted FORM procedure for this ...
Page 12
Haver and Winterstein 6 included for some of the parameters . These values are given in parenthesis in Table 4 . HH exThe standard deviations specified for and ou are the values corresponding to the moment estimators of these parameters ...
Haver and Winterstein 6 included for some of the parameters . These values are given in parenthesis in Table 4 . HH exThe standard deviations specified for and ou are the values corresponding to the moment estimators of these parameters ...
Page 14
Parameters of the joint environmental model . Year h ( m ) t ( 8 ) w ( m / s ) u ( m / s ) ad ( m ) Variable Parameters 9.66 10.42 26.7 ( 28.1 ) 0.44 1.00 H " н • 7.91 m ° H - 0.64 m 9.44 10.20 28.1 0.44 0.53 9.96 0.71 0.88 T ат = 1.73 ...
Parameters of the joint environmental model . Year h ( m ) t ( 8 ) w ( m / s ) u ( m / s ) ad ( m ) Variable Parameters 9.66 10.42 26.7 ( 28.1 ) 0.44 1.00 H " н • 7.91 m ° H - 0.64 m 9.44 10.20 28.1 0.44 0.53 9.96 0.71 0.88 T ат = 1.73 ...
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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 |