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BALÁZS, I. MELCHER, J.
Originální název
Stability of Thin-Walled Beams with Lateral Continuous Restraint
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
Originální abstrakt
Metal beams of thin-walled cross-sections have been widely used in building industry as members of load-bearing structures. Their resistance is usually limited by lateral torsional buckling. It can be increased in case a beam is laterally supported by members of cladding or ceiling construction. The paper deals with possibilities of determination of critical load of thin-walled beams with lateral continuous restraint which is crucial for beam buckling resistance assessment.
Klíčová slova
Critical load, finite difference method, lateral torsional buckling, numerical analysis, stability, thin-walled beam
Autoři
BALÁZS, I.; MELCHER, J.
Rok RIV
2015
Vydáno
3. 7. 2015
Nakladatel
Vysoká škola báňská - Technická univerzita Ostrava
Místo
Ostrava
ISSN
1804-4824
Periodikum
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series
Ročník
15
Číslo
1
Stát
Česká republika
Strany od
Strany do
10
Strany počet
URL
http://www.degruyter.com/view/j/tvsb.2015.15.issue-1/tvsb-2015-0001/tvsb-2015-0001.xml?format=INT
Plný text v Digitální knihovně
http://hdl.handle.net/11012/70099
BibTex
@article{BUT115189, author="Ivan {Balázs} and Jindřich {Melcher}", title="Stability of Thin-Walled Beams with Lateral Continuous Restraint", journal="Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series", year="2015", volume="15", number="1", pages="1--10", doi="10.1515/tvsb-2015-0001", issn="1804-4824", url="http://www.degruyter.com/view/j/tvsb.2015.15.issue-1/tvsb-2015-0001/tvsb-2015-0001.xml?format=INT" }