Lateral torsional buckling of hybrid steel–glass beams

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00334429" target="_blank" >RIV/68407700:21110/19:00334429 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Lateral torsional buckling of hybrid steel–glass beams
Original language description
The disadvantage of glass is a relatively small tensile strength, which determines the load-bearing capacity of structural elements such as beams, walls, railings. Therefore, an effort is made to improve the behaviour of glass beams by adding another material (steel, wood, carbon fibre) and to create a hybrid structure while preserving the transparency. If glass or hybrid steel glass beams are used as vertical supporting fins for glass facades, the loss of lateral torsional buckling cannot be neglected. This paper deals with lateral torsional buckling of hybrid steel-glass beams consisting of a glass web and steel flanges.
Czech name
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Czech description
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Project
<a href="/en/project/GA16-17461S" target="_blank" >GA16-17461S: Dynamic material properties of viscoelastic interlayers used in laminated glasses</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the International Colloquia on Stability and Ductility of Steel Structures (SDSS 2019)
ISBN
9780367335038
ISSN
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e-ISSN
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Number of pages
9
Pages from-to
379-387
Publisher name
CRC Press/Balkema
Place of publication
Leiden
Event location
Praha
Event date
Sep 11, 2019
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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