Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American 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 250
Further research into application of direct summation of wave particle velocity and current in time domain stochastic dynamic response analysis is , however , necessary . a 4 CONCLUSIONS Wave - current interaction effects A proper time ...
Further research into application of direct summation of wave particle velocity and current in time domain stochastic dynamic response analysis is , however , necessary . a 4 CONCLUSIONS Wave - current interaction effects A proper time ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
20 other sections not shown
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Common terms and phrases
acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |