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
| dc.contributor.advisor | da Silva Rebelo Carlos Alberto | |
| dc.contributor.author | Farhan Muhammad | |
| dc.date.accessioned | 2017-04-25T17:36:48Z | |
| dc.date.available | 2017-04-25T17:36:48Z | |
| dc.date.issued | 2017-01-08 | |
| dc.identifier | KOS-695600289505 | |
| dc.identifier.uri | http://hdl.handle.net/10467/68100 | |
| dc.description.abstract | 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. | cze |
| dc.description.abstract | 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. | eng |
| dc.language.iso | ENG | |
| dc.publisher | České vysoké učení technické v Praze. Vypočetní a informační centrum. | cze |
| dc.publisher | Czech Technical University in Prague. Computing and Information Centre. | eng |
| dc.rights | 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.html | eng |
| dc.rights | Vysokoškolská 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 | cze |
| dc.subject | Onshore wind tower, transition piece, fatique, finit element model, steel grades | cze |
| dc.subject | Onshore wind tower, transition piece, fatique, finit element model, steel grades | eng |
| dc.title | Structural Design of the Transition Segment for an Onshore Wind Tower using different steel grades | cze |
| dc.title | Structural Design of the Transition Segment for an Onshore Wind Tower using different steel grades | eng |
| dc.type | diplomová práce | cze |
| dc.type | master thesis | eng |
| dc.date.accepted | 2017-02-14 | |
| dc.contributor.referee | de Oliveira Correia José António Fonseca | |
| theses.degree.discipline | Sustainable Constructions under Natural Hazards and Catastrophic Events | cze |
| theses.degree.grantor | katedra ocelových a dřevěných konstrukcí | cze |
| theses.degree.programme | Civil Engineering | cze |
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Diplomové práce - 11134 [602]