Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 108
3.2 Test Results Some typical examples of the test results indicating the response characteristics of the multi - connected floating body system are shown in this chapter . The results of measurements of sway and heave motions in the ...
3.2 Test Results Some typical examples of the test results indicating the response characteristics of the multi - connected floating body system are shown in this chapter . The results of measurements of sway and heave motions in the ...
Page 111
Some examples of the results of this comparison are shown in Fig . 10. In these figures , the response amplitudes of operator for the middle floating body unit in the straight - line arrangement are shown as a function of wave period .
Some examples of the results of this comparison are shown in Fig . 10. In these figures , the response amplitudes of operator for the middle floating body unit in the straight - line arrangement are shown as a function of wave period .
Page 428
T ] Pur = 1,771 " Re [ U ' ; e ** ] Re [ U ' ; e ** ] dt +1 - 7 ] Śly " Juoll ( 34 ) 1 2 $ = absorbed by the four models are shown in Figs.3-6 respectively for various values of equivalent linear damping parametery ( kg - mass / m2 sec ...
T ] Pur = 1,771 " Re [ U ' ; e ** ] Re [ U ' ; e ** ] dt +1 - 7 ] Śly " Juoll ( 34 ) 1 2 $ = absorbed by the four models are shown in Figs.3-6 respectively for various values of equivalent linear damping parametery ( kg - mass / m2 sec ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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amplitude analysis applied approach ASME blade body bottom boundary breaking breakwater calculated coefficient compared computed connection considered Copyright density depth direction displacement distribution effect element elevation energy Engineering equation estimated experimental experiments factor failure Figure floating flow fluid force foundation frequency function given grout increase installed International length limited linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pipe position potential predicted present pressure problem ratio REFERENCES relative Research respectively response risk rotor scale scour shown shows significant simulation solution speed standard stress structure submerged surface Table Technology theory unit University velocity vertical wave wave height wind turbine