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 232
To facilitate wave height prediction , a number of reference locations are selected to record time histories of tsunami waves . The longitude and latitude of the selected reference locations are listed in Table 6.
To facilitate wave height prediction , a number of reference locations are selected to record time histories of tsunami waves . The longitude and latitude of the selected reference locations are listed in Table 6.
Page 233
Mahathir nich 0 1 50 100 150 200 Time ( min ) Figure 15 : Time histories of wave height in the selected reference locations Amplitude ( m ) 3.5 2 0.8 IRAN 4.3 0 26N ACKNOWLEDGMENTS This work was partially supported by research grant ...
Mahathir nich 0 1 50 100 150 200 Time ( min ) Figure 15 : Time histories of wave height in the selected reference locations Amplitude ( m ) 3.5 2 0.8 IRAN 4.3 0 26N ACKNOWLEDGMENTS This work was partially supported by research grant ...
Page 566
DNV guidelines exists , reference is made to the IEC61400-1 guideline . The 2005 edition of the GL ... DNV - OS - J101 lists Other DNV offshore structural design guidelines as normative references . Informative references are made to ...
DNV guidelines exists , reference is made to the IEC61400-1 guideline . The 2005 edition of the GL ... DNV - OS - J101 lists Other DNV offshore structural design guidelines as normative references . Informative references are made to ...
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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