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Stiffness over the mid-support for a modified single overlap joint of a single bay trapezoidal steel sheet profile used in long spans



dc.contributor.advisorIqbal Naveed
dc.contributor.authorCardenas Perez Jesus Abraham
dc.date.accessioned2017-04-25T17:36:46Z
dc.date.available2017-04-25T17:36:46Z
dc.date.issued2017-01-08
dc.identifierKOS-695600289205
dc.identifier.urihttp://hdl.handle.net/10467/68098
dc.description.abstractThe goal of this research is to test and analyze the current single overlap connection in order to get the spring stiffness acting there and see if improvements can be made. Theoretical analysis, Finite Element Modelling and an Experimental Test were implemented to do the investigation. Any differences between the two approaches were avoided to have the most accurate comparison between the results.cze
dc.description.abstractThe goal of this research is to test and analyze the current single overlap connection in order to get the spring stiffness acting there and see if improvements can be made. Theoretical analysis, Finite Element Modelling and an Experimental Test were implemented to do the investigation. Any differences between the two approaches were avoided to have the most accurate comparison between the results.eng
dc.language.isoENG
dc.publisherČeské vysoké učení technické v Praze. Vypočetní a informační centrum.cze
dc.publisherCzech Technical University in Prague. Computing and Information Centre.eng
dc.rightsA 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.htmleng
dc.rightsVysokoškolská 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.htmlcze
dc.subjectTrapezoidal sheet, overlap connection, stiffness, FEM, experimental testcze
dc.subjectTrapezoidal sheet, overlap connection, stiffness, FEM, experimental testeng
dc.titleStiffness over the mid-support for a modified single overlap joint of a single bay trapezoidal steel sheet profile used in long spanscze
dc.titleStiffness over the mid-support for a modified single overlap joint of a single bay trapezoidal steel sheet profile used in long spanseng
dc.typediplomová prácecze
dc.typemaster thesiseng
dc.date.accepted2017-02-14
dc.contributor.refereeKoltsakis Efthymios
theses.degree.disciplineSustainable Constructions under Natural Hazards and Catastrophic Eventscze
theses.degree.grantorkatedra ocelových a dřevěných konstrukcícze
theses.degree.programmeCivil Engineeringcze


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