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
Type of document
diplomová prácemaster thesis
Author
Farhan Muhammad
Supervisor
da Silva Rebelo Carlos Alberto
Opponent
de Oliveira Correia José António Fonseca
Field of study
Sustainable Constructions under Natural Hazards and Catastrophic EventsStudy program
Civil EngineeringInstitutions assigning rank
katedra ocelových a dřevěných konstrukcíDefended
2017-02-14Rights
A university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one?s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://knihovny.cvut.cz/vychova/vskp.htmlVysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://knihovny.cvut.cz/vychova/vskp.html
Metadata
Show full item recordAbstract
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.
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