Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 333
ELASTIC RESPONSE CHARACTERISTICS IN WAVES WP23 , and WP17 are wave observation points behind floating body . ... In the case of multi - directional irregular waves ( MIR - 1 series ) , H13 * and T13 * are 0.126m and 1.62s .
ELASTIC RESPONSE CHARACTERISTICS IN WAVES WP23 , and WP17 are wave observation points behind floating body . ... In the case of multi - directional irregular waves ( MIR - 1 series ) , H13 * and T13 * are 0.126m and 1.62s .
Page 335
Figure 13 ( 1 ) - ( 3 ) show the distribution of significant amplitude of vertical displacement Zirs and significant wave height His inside a reef in single - directional irregular waves . The significant wave height H13 * and wave ...
Figure 13 ( 1 ) - ( 3 ) show the distribution of significant amplitude of vertical displacement Zirs and significant wave height His inside a reef in single - directional irregular waves . The significant wave height H13 * and wave ...
Page 336
POINT - SC 10 H * -0.016m , T * = 1.61s ) , single - directional irregular waves ( SIR - 2 series , H1 * = 0.016m ... In irregular waves , the effect of long period wave components are also observed in the time histories of mooring ...
POINT - SC 10 H * -0.016m , T * = 1.61s ) , single - directional irregular waves ( SIR - 2 series , H1 * = 0.016m ... In irregular waves , the effect of long period wave components are also observed in the time histories of mooring ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |