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
| dc.contributor.advisor | Jaspart Jean-Pierre | |
| dc.contributor.author | Milovanović Nemanja | |
| dc.date.accessioned | 2017-04-25T17:36:41Z | |
| dc.date.available | 2017-04-25T17:36:41Z | |
| dc.date.issued | 2017-01-08 | |
| dc.identifier | KOS-695600288805 | |
| dc.identifier.uri | http://hdl.handle.net/10467/68093 | |
| dc.description.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. | cze |
| dc.description.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. | 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 | Beam to column joint, friction damper, seismic design, column loss | cze |
| dc.subject | Beam to column joint, friction damper, seismic design, column loss | eng |
| dc.title | 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 | cze |
| dc.title | 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 | eng |
| dc.type | diplomová práce | cze |
| dc.type | master thesis | eng |
| dc.date.accepted | 2017-02-02 | |
| dc.contributor.referee | Wald František | |
| 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 [610]