Lateral and torsional stability of hybrid steel-glass beams

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00300922" target="_blank" >RIV/68407700:21110/16:00300922 - 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 and torsional stability of hybrid steel-glass beams

Original language description

Hybrid steel –glass beams can be used not only as a horizontal structural load-bearing elements for roofs or floors but also can be used as a vertical elements – supporting fins for glass facades which are loaded by wind compression or suction. Effect of lateral torsional buckling can’t be neglect in case of wind suction. This paper deals with experimental research performed at CTU aimed to the lateral and torsional stability of hybrid steel-glass beams with semi-rigid glued connection between the steel flanges and glass web.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

<a href="/en/project/GA14-17950S" target="_blank" >GA14-17950S: Composite action between glass panes connected by polymer interlayer</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2016

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Structures and Architecture - Beyond their Limits

ISBN

978-1-138-02651-3

ISSN

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e-ISSN

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Number of pages

7

Pages from-to

1029-1035

Publisher name

CRC Press/Balkema

Place of publication

Leiden

Event location

Guimarães

Event date

Jul 27, 2016

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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