Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
| dc.contributor.advisor | Simoes Rui António Duarte | |
| dc.contributor.author | Mikheeva Margarita | |
| dc.date.accessioned | 2017-04-25T17:36:39Z | |
| dc.date.available | 2017-04-25T17:36:39Z | |
| dc.date.issued | 2017-01-08 | |
| dc.identifier | KOS-695600288205 | |
| dc.identifier.uri | http://hdl.handle.net/10467/68091 | |
| dc.description.abstract | Hollow sections appear to be very attractive from the architectural and structural point of view. They exhibit high aesthetic performance along with significant resistance to compression, bending and torsion. Additionally, hollow sections show higher durability and corrosion resistance comparing to opened sections. | cze |
| dc.description.abstract | Hollow sections appear to be very attractive from the architectural and structural point of view. They exhibit high aesthetic performance along with significant resistance to compression, bending and torsion. Additionally, hollow sections show higher durability and corrosion resistance comparing to opened sections. | 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 | hollow sections, moment resistant joints, channel joints, compressed component, numerical analysis | cze |
| dc.subject | hollow sections, moment resistant joints, channel joints, compressed component, numerical analysis | eng |
| dc.title | Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints | cze |
| dc.title | Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints | eng |
| dc.type | diplomová práce | cze |
| dc.type | master thesis | eng |
| dc.date.accepted | 2017-02-14 | |
| dc.contributor.referee | Costa Ricardo José | |
| 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]