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 175
Comparison of open sea and tank related prediction of the second order forces for W / D = 5.08 are given in Figure 8 . Reverting to the open water case the influence of forward speed upon second order forces , with comparable ...
Comparison of open sea and tank related prediction of the second order forces for W / D = 5.08 are given in Figure 8 . Reverting to the open water case the influence of forward speed upon second order forces , with comparable ...
Page 242
620 LHC 50.1929 Figure 2 : The test model Figure 5 : Dynamic response No.2 , U = 0.512m / s , I = 0.5L = strain at each position along the tube . The force and strain signal excitation and amplification were provided by a DC Amplifier ...
620 LHC 50.1929 Figure 2 : The test model Figure 5 : Dynamic response No.2 , U = 0.512m / s , I = 0.5L = strain at each position along the tube . The force and strain signal excitation and amplification were provided by a DC Amplifier ...
Page 243
3 D - 90 mm = 224m 1 : 67mm dm : 226 bgm are shown in Figure 6 and Figure 7 for clamped - end conditions , and shown in Figure 8 and Figure 9 for pinned - end conditions . It can be seen from those Figures that the theoretical ...
3 D - 90 mm = 224m 1 : 67mm dm : 226 bgm are shown in Figure 6 and Figure 7 for clamped - end conditions , and shown in Figure 8 and Figure 9 for pinned - end conditions . It can be seen from those Figures that the theoretical ...
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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 |