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 32
For the body dynamics , the linear frequency domain program ( Yemm et al 1998 , 2000 ) adopts a strip theory approach ... non - linear stiffness for the mooring lines , and linear and quadratic damping terms for the body motion .
For the body dynamics , the linear frequency domain program ( Yemm et al 1998 , 2000 ) adopts a strip theory approach ... non - linear stiffness for the mooring lines , and linear and quadratic damping terms for the body motion .
Page 52
The OWC type is one with an open bottom . The nozzle's area ratios to water surface in the air chamber were 0 and 1/90 ( orifice / area of water plane in the air chamber ) . The draft of the body varies from 1.5cm , 3.0cm to 6.0cm .
The OWC type is one with an open bottom . The nozzle's area ratios to water surface in the air chamber were 0 and 1/90 ( orifice / area of water plane in the air chamber ) . The draft of the body varies from 1.5cm , 3.0cm to 6.0cm .
Page 333
ELASTIC RESPONSE CHARACTERISTICS IN WAVES WP23 , and WP17 are wave observation points behind floating body . If VLFS does not exist , the wave height ratios are almost same as at WP12 , WP22 and WP14 . Wave height ratio behind the VLFS ...
ELASTIC RESPONSE CHARACTERISTICS IN WAVES WP23 , and WP17 are wave observation points behind floating body . If VLFS does not exist , the wave height ratios are almost same as at WP12 , WP22 and WP14 . Wave height ratio behind the VLFS ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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Common terms and phrases
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 |