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 368
Table 10 gives the main input parameters and results for the response simulations , while the results in terms of ordered extremes are presented on Figs . 7 and 8 . as TABLE 8 TABLE 10 Simulation parameters and results Long ...
Table 10 gives the main input parameters and results for the response simulations , while the results in terms of ordered extremes are presented on Figs . 7 and 8 . as TABLE 8 TABLE 10 Simulation parameters and results Long ...
Page 457
Table 2 . Tensioner Parameters The set strain data deduced from the recovery curves are given in Table 1. ... Table 1 . Percent Set vs. Stress and Load Duration Stress , ksi 77.05 75.40 120.30 120.50 157.00 159.90 48 - Hour 3.69 3.69 ...
Table 2 . Tensioner Parameters The set strain data deduced from the recovery curves are given in Table 1. ... Table 1 . Percent Set vs. Stress and Load Duration Stress , ksi 77.05 75.40 120.30 120.50 157.00 159.90 48 - Hour 3.69 3.69 ...
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TABLE 4 VARIABLE BIASES AND COVs Table 6 Variable Loads Bins 1.0 COV 0.08 COMPARISON OF RP2A AND LRFD SAFETY FACTORS UNDER INDEPENDENT LOAD ACTIONS • Dead • Live 1.0 0.14 Component Load Short Dead Column Live Environ .
TABLE 4 VARIABLE BIASES AND COVs Table 6 Variable Loads Bins 1.0 COV 0.08 COMPARISON OF RP2A AND LRFD SAFETY FACTORS UNDER INDEPENDENT LOAD ACTIONS • Dead • Live 1.0 0.14 Component Load Short Dead Column Live Environ .
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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