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 71
The function wida ) ; d * is the effective distance of the force Fw . - زغ Fri = kci Žci ( n ) ) * ; - Pij ( 8 ) j = 1.jri Mci [ ( 1 - cos a r ; / 8 ; ) / 2 COS nr * bi expresses the force used to maintain proper distance between ...
The function wida ) ; d * is the effective distance of the force Fw . - زغ Fri = kci Žci ( n ) ) * ; - Pij ( 8 ) j = 1.jri Mci [ ( 1 - cos a r ; / 8 ; ) / 2 COS nr * bi expresses the force used to maintain proper distance between ...
Page 120
The return value of this function will be the differential deflection calculated through ABAQUS . Thus , this function will form the part of evaluation in GA . In the static analysis , the buoyancy force is simulated through the elastic ...
The return value of this function will be the differential deflection calculated through ABAQUS . Thus , this function will form the part of evaluation in GA . In the static analysis , the buoyancy force is simulated through the elastic ...
Page 322
In this expression uj , m ; , m and p ; are not functions of space , and m ; is not a function of time . ... that the interpolation scheme above correctly interpolates constants , linear functions , and higher order polynomials ( 6 ) .
In this expression uj , m ; , m and p ; are not functions of space , and m ; is not a function of time . ... that the interpolation scheme above correctly interpolates constants , linear functions , and higher order polynomials ( 6 ) .
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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