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
Typ dokumentu
diplomová prácemaster thesis
Autor
Milovanović Nemanja
Vedoucí práce
Jaspart Jean-Pierre
Oponent práce
Wald František
Studijní obor
Sustainable Constructions under Natural Hazards and Catastrophic EventsStudijní program
Civil EngineeringInstituce přidělující hodnost
katedra ocelových a dřevěných konstrukcíObhájeno
2017-02-02Práva
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Metadata
Zobrazit celý záznamAbstrakt
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.
Kolekce
- Diplomové práce - 11134 [630]
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