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 231
Frequency domain models may be adequate for some purposes , such as acoustic or vibration analysis or feedback control system design by ... However , in many other circumstances , lumped parameter time - domain models are required .
Frequency domain models may be adequate for some purposes , such as acoustic or vibration analysis or feedback control system design by ... However , in many other circumstances , lumped parameter time - domain models are required .
Page 249
3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A SLENDER JACKET STRUCTURE . Results from analysis methods Model platform Table 1 compares the 3D dynamic response and dynamic amplification factor using Design Wave Analysis method ...
3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A SLENDER JACKET STRUCTURE . Results from analysis methods Model platform Table 1 compares the 3D dynamic response and dynamic amplification factor using Design Wave Analysis method ...
Page 341
CLOSING REMARKS In order to investigate the effects of nonlinearities and of coupling between the different modes of motion motion equations 6 , 7 and 8 were also solved in the frequency domain by calculating wave and rigid - body ...
CLOSING REMARKS In order to investigate the effects of nonlinearities and of coupling between the different modes of motion motion equations 6 , 7 and 8 were also solved in the frequency domain by calculating wave and rigid - body ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
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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 |