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 252
Wave elevation , 5 ( 1 ) , can be expressed as the product of a slowly varying envelope , ast ) , and a function for modulating the phase , o ( t ) , i.e. , So far two major methods are available for simulation of wave groups .
Wave elevation , 5 ( 1 ) , can be expressed as the product of a slowly varying envelope , ast ) , and a function for modulating the phase , o ( t ) , i.e. , So far two major methods are available for simulation of wave groups .
Page 260
the direct method can be applied and the response can be obtained fairly easily . That is , if frequency w is used to express nodal displacement and wave exciting force as equations ( 2 ) and ( 3 ) respectively , equation of motion ( 1 ) ...
the direct method can be applied and the response can be obtained fairly easily . That is , if frequency w is used to express nodal displacement and wave exciting force as equations ( 2 ) and ( 3 ) respectively , equation of motion ( 1 ) ...
Page 321
An accelerated boundary element method utilizing the fast multipole algorithm and 8 - noded quadratic element has been developed . The efficiency of the method both in storage requirement and computation time is presented by benchmark ...
An accelerated boundary element method utilizing the fast multipole algorithm and 8 - noded quadratic element has been developed . The efficiency of the method both in storage requirement and computation time is presented by benchmark ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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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