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

Milovanović Nemanja

Type of document

diplomová práce
master thesis

Author

Milovanović Nemanja

Supervisor

Jaspart Jean-Pierre

Opponent

Wald František

Field of study

Sustainable Constructions under Natural Hazards and Catastrophic Events

Study program

Civil Engineering

Institutions assigning rank

katedra ocelových a dřevěných konstrukcí

Defended

2017-02-02

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
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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Abstract

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.