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
Type of document
diplomová prácemaster thesis
Author
Cardenas Perez Jesus Abraham
Supervisor
Iqbal Naveed
Opponent
Koltsakis Efthymios
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
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. 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.
Collections
- Diplomové práce - 11134 [610]