Structural Design of the Transition Segment for an Onshore Wind Tower using different steel grades
Structural Design of the Transition Segment for an Onshore Wind Tower using different steel grades
Typ dokumentu
diplomová prácemaster thesis
Autor
Farhan Muhammad
Vedoucí práce
da Silva Rebelo Carlos Alberto
Oponent práce
de Oliveira Correia José António Fonseca
Studijní obor
Sustainable Constructions under Natural Hazards and Catastrophic EventsStudijní program
Civil EngineeringInstituce přidělující hodnost
katedra ocelových a dřevěných konstrukcíObhájeno
2017-02-14Práva
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Metadata
Zobrazit celý záznamAbstrakt
Hybrid lattice-tubular towers requires a transition piece which serves as a connection between lattice and tubular parts. As the transition piece is supposed to transfer all the dynamic and self-weight loads to the lattice and foundation, these structural elements present unique features and are critical components to design and ought to resist strong cyclic bending moments, shear forces and axial loads. Well-designed transition pieces with optimized ultimate state and fatigue capacities for manufacturing, contribute to the structural soundness, reliability and practicability of new onshore wind turbines hybrid towers. Hybrid lattice-tubular towers requires a transition piece which serves as a connection between lattice and tubular parts. As the transition piece is supposed to transfer all the dynamic and self-weight loads to the lattice and foundation, these structural elements present unique features and are critical components to design and ought to resist strong cyclic bending moments, shear forces and axial loads. Well-designed transition pieces with optimized ultimate state and fatigue capacities for manufacturing, contribute to the structural soundness, reliability and practicability of new onshore wind turbines hybrid towers.
Kolekce
- Diplomové práce - 11134 [632]