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 60
This group consists of programs for evaluating steady loads due to wind and current , for steady drifting force estimation and for analyzing dynamic behaviours of mooring systems . The fourth one is a group of programs for evaluating ...
This group consists of programs for evaluating steady loads due to wind and current , for steady drifting force estimation and for analyzing dynamic behaviours of mooring systems . The fourth one is a group of programs for evaluating ...
Page 116
Hence , a model for dynamic interactions has to include a description of the mechanisms by which automata interact . At the level of software implementation , the mechanisms by which software modules interact are called models of ...
Hence , a model for dynamic interactions has to include a description of the mechanisms by which automata interact . At the level of software implementation , the mechanisms by which software modules interact are called models of ...
Page 260
DYNAMIC ELASTIC RESPONSE ANALYSIS 2.1 Analysis Method The method of analysis of dynamic elastic response of floating bridges in waves was developed for application in the structural design of the floating swing bridge cited in this ...
DYNAMIC ELASTIC RESPONSE ANALYSIS 2.1 Analysis Method The method of analysis of dynamic elastic response of floating bridges in waves was developed for application in the structural design of the floating swing bridge cited in this ...
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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