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 617
0 = Water depth ( m ) 0.246 200 0.198 / 0-3 400 , 700 1000 0-149.1 range = 0.127 mean 0-256 Water depth = 1600 m 0.20+ 1000 m 39 mm OD strand Mean axial load = 0-42 MN W = 0.12 no 引。 U 1400m Energy loss per cycle Maximum elastic ...
0 = Water depth ( m ) 0.246 200 0.198 / 0-3 400 , 700 1000 0-149.1 range = 0.127 mean 0-256 Water depth = 1600 m 0.20+ 1000 m 39 mm OD strand Mean axial load = 0-42 MN W = 0.12 no 引。 U 1400m Energy loss per cycle Maximum elastic ...
Page 138
It should be noted , however , that this approximation by no means suggests that the contribution of the low ... total number of discretized platform elements below and above the mean water level , respectively , and Tn denotes the nth ...
It should be noted , however , that this approximation by no means suggests that the contribution of the low ... total number of discretized platform elements below and above the mean water level , respectively , and Tn denotes the nth ...
Page 208
Fatigue Test Data Scatter Band - Predicted Mean and Mean 25 Predicted Mean and Mean 2s by Engesvik and Moan statistical regularities of SA , and SB should be determined , together m m fmax 100 with the statistical regularity of O ...
Fatigue Test Data Scatter Band - Predicted Mean and Mean 25 Predicted Mean and Mean 2s by Engesvik and Moan statistical regularities of SA , and SB should be determined , together m m fmax 100 with the statistical regularity of O ...
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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 |