Resistance of Polygonal Cross sections of Lattice Wind Tower
Resistance of Polygonal Cross sections of Lattice Wind Tower
Type of document
diplomová prácemaster thesis
Author
Jia Bicen
Supervisor
Koltsakis Efthymios
Opponent
Manoleas Panagiotis
Field of study
Sustainable Constructions under Natural Hazards and Catastrophic EventsStudy program
Civil EngineeringInstitutions assigning rank
katedra ocelových a dřevěných konstrukcíDefended
2017-01-20Rights
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
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Show full item recordAbstract
This thesis represents the parametric study of polygonal cross section of lattice tower. It consists of the numerical analysis based on finite element method (ABAQUS) and analysis based on EN 1993-1-3. The objective of this thesis is to find regular patterns of parametric influences on polygonal cross section, and to compare them against calculation based on EN 1993-1-3. Also, to find regular patterns of parametric influences on the stiffness of the bolts on the lips. This thesis represents the parametric study of polygonal cross section of lattice tower. It consists of the numerical analysis based on finite element method (ABAQUS) and analysis based on EN 1993-1-3. The objective of this thesis is to find regular patterns of parametric influences on polygonal cross section, and to compare them against calculation based on EN 1993-1-3. Also, to find regular patterns of parametric influences on the stiffness of the bolts on the lips.
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- Diplomové práce - 11134 [610]