Stiffness over the mid-support for a modified single overlap joint of a single bay trapezoidal steel sheet profile used in long spans
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.advisor | Iqbal Naveed | |
dc.contributor.author | Cardenas Perez Jesus Abraham | |
dc.date.accessioned | 2017-04-25T17:36:46Z | |
dc.date.available | 2017-04-25T17:36:46Z | |
dc.date.issued | 2017-01-08 | |
dc.identifier | KOS-695600289205 | |
dc.identifier.uri | http://hdl.handle.net/10467/68098 | |
dc.description.abstract | The 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.abstract | The 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.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 | Trapezoidal sheet, overlap connection, stiffness, FEM, experimental test | cze |
dc.subject | Trapezoidal sheet, overlap connection, stiffness, FEM, experimental test | eng |
dc.title | Stiffness over the mid-support for a modified single overlap joint of a single bay trapezoidal steel sheet profile used in long spans | cze |
dc.title | Stiffness over the mid-support for a modified single overlap joint of a single bay trapezoidal steel sheet profile used in long spans | eng |
dc.type | diplomová práce | cze |
dc.type | master thesis | eng |
dc.date.accepted | 2017-02-14 | |
dc.contributor.referee | Koltsakis Efthymios | |
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]