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 46
simultaneous equations of motion , in which the unknown are surge , heave , roll motion of floating breakwater and heave motion of OWC ( surge and roll motion of OWC are same with those of floating breakwater ) , are derived considering ...
simultaneous equations of motion , in which the unknown are surge , heave , roll motion of floating breakwater and heave motion of OWC ( surge and roll motion of OWC are same with those of floating breakwater ) , are derived considering ...
Page 47
The motions of floating breakwater & Eco - Float and mooring line tensions are obtained at each time step by Runge - Kutta method . The optimized mooring arrangement is shown in Fig.5 and an example of simulated time series is shown in ...
The motions of floating breakwater & Eco - Float and mooring line tensions are obtained at each time step by Runge - Kutta method . The optimized mooring arrangement is shown in Fig.5 and an example of simulated time series is shown in ...
Page 297
HYDROELASTIC RESPONSES OF A VERY LARGE FLOATING STRUCTURE WITH A BREAKWATER OH . Kim J.M. Kang Hyundai Heavy ... Usually a VLFS is placed back of breakwaters in order to reduce hydroelastic responses . This paper presents numerical ...
HYDROELASTIC RESPONSES OF A VERY LARGE FLOATING STRUCTURE WITH A BREAKWATER OH . Kim J.M. Kang Hyundai Heavy ... Usually a VLFS is placed back of breakwaters in order to reduce hydroelastic responses . This paper presents numerical ...
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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 |