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 235
( 21 ) F ( w ) = frequency dependent wave force was identified by the Least Squares algorithm . This resulted in the discrete - time model : Figure 3 shows the complex amplitude , G ( jw ) , of the heave radiation force per unit heave ...
( 21 ) F ( w ) = frequency dependent wave force was identified by the Least Squares algorithm . This resulted in the discrete - time model : Figure 3 shows the complex amplitude , G ( jw ) , of the heave radiation force per unit heave ...
Page 345
MICROCOMPUTER ANALYSIS OF MARINE RISERS WITH TIME DEPENDENT TENSION R. Ghanem , W. Y. Tein , and P. D. Spanos Department of Civil Engineering Rice University Houston , Texas 8 7 2 li N 2 1 1 0 0.
MICROCOMPUTER ANALYSIS OF MARINE RISERS WITH TIME DEPENDENT TENSION R. Ghanem , W. Y. Tein , and P. D. Spanos Department of Civil Engineering Rice University Houston , Texas 8 7 2 li N 2 1 1 0 0.
Page 346
In the present study the riser top tension is assumed to exhibit the following time dependence conditions , and by its time - dependent top tension ; the time dependence of the tension being due to such factors as the heave motion of ...
In the present study the riser top tension is assumed to exhibit the following time dependence conditions , and by its time - dependent top tension ; the time dependence of the tension being due to such factors as the heave motion of ...
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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