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 18
1 ) Aurele ( 4 ) introduced a pontoon connection design ( see Fig . ... bars and two coupling recesses between the adjacent pontoons as well as two steel strips running across the joined platform top surface to connect the pontoons .
1 ) Aurele ( 4 ) introduced a pontoon connection design ( see Fig . ... bars and two coupling recesses between the adjacent pontoons as well as two steel strips running across the joined platform top surface to connect the pontoons .
Page 450
M 1 ço e N T GROUTED CONNECTION BASICS The grouted connection is made up of two overlapping steel tubulars – one being the foundation monopile driven into the seabed , the other the transition piece connecting the monopile with the ...
M 1 ço e N T GROUTED CONNECTION BASICS The grouted connection is made up of two overlapping steel tubulars – one being the foundation monopile driven into the seabed , the other the transition piece connecting the monopile with the ...
Page 451
Geometric Imperfections The geometric imperfections are the primary driver of shear capacity in the connection . Due to the large diameter and the height of the connection , a large number of bumps exist both along the circumference and ...
Geometric Imperfections The geometric imperfections are the primary driver of shear capacity in the connection . Due to the large diameter and the height of the connection , a large number of bumps exist both along the circumference and ...
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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