Innovative joint configuration for structures subjected to high seismic actions and to exceptional events ? Development of a spring model reflecting the joint behaviour in case of a column loss scenario
Innovative joint configuration for structures subjected to high seismic actions and to exceptional events ? Development of a spring model reflecting the joint behaviour in case of a column loss scenario
Type of document
MAGISTERSKÁ PRÁCEMASTER'S THESIS
Author
Milovanović Nemanja
Supervisor
Jaspart Jean-Pierre
Opponent
Wald František
Field of study
Sustainable Constructions under Natural Hazards and Catastrophic EventsStudy program
Civil EngineeringInstitutions assigning rank
katedra ocelových a dřevěných konstrukcíDefended
2017-02-02Rights
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.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.
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Show full item recordAbstract
The objective of the dissertation is to study the behaviour of a frame equipped with the innovative joint and the joint itself when subjected to a column loss. In case of column loss scenario, this joint will be subjected to a specific loading (bending moment + axial loads) which will require the activation of ductile joint components to allow the activation of an alternative load path within the structure. The objective of the dissertation is to study the behaviour of a frame equipped with the innovative joint and the joint itself when subjected to a column loss. In case of column loss scenario, this joint will be subjected to a specific loading (bending moment + axial loads) which will require the activation of ductile joint components to allow the activation of an alternative load path within the structure.
Collections
- Diplomové práce - 11134 [528]
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