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 151
5 - Comparison of Added Mass Coefficient in Still Water Fig . 8 - Damping Factor for Semisubmersible in Still Water 0.16 0.04 large displacement 0.14 0.035 medium displacement D A M ; linear analysis 2.12 omoo 0.03 A small displacement ...
5 - Comparison of Added Mass Coefficient in Still Water Fig . 8 - Damping Factor for Semisubmersible in Still Water 0.16 0.04 large displacement 0.14 0.035 medium displacement D A M ; linear analysis 2.12 omoo 0.03 A small displacement ...
Page 180
Comparison of the predicted and measured mean sway drift force on the Pinkster semisubmersible ( 14 ) in open sea for a wave heading of 135o . Figure 13. Comparison of the predicted and measured mean surge drift force on the Pinkster ...
Comparison of the predicted and measured mean sway drift force on the Pinkster semisubmersible ( 14 ) in open sea for a wave heading of 135o . Figure 13. Comparison of the predicted and measured mean surge drift force on the Pinkster ...
Page 506
COMPARISON WITH SIMULATION To examine a validity of the non - linear simulation method as a design tool , comparisons were made between the measured barge motion , etc. and the calculated ones which were obtained by computer simulations ...
COMPARISON WITH SIMULATION To examine a validity of the non - linear simulation method as a design tool , comparisons were made between the measured barge motion , etc. and the calculated ones which were obtained by computer simulations ...
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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