Buckling of Steel Beams with Web Holes in Terms of Ultimate Strength Concept vs Defined Limit Displacement Concept
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU97339" target="_blank" >RIV/00216305:26110/11:PU97339 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Buckling of Steel Beams with Web Holes in Terms of Ultimate Strength Concept vs Defined Limit Displacement Concept
Original language description
In this paper the study on lateral flexural-torsional buckling of steel beams with web holes is beeing briefly presented. The results of the theoretical analysis and testing of beam buckling had been evaluated both in terms of the ultimate strength design concept and defined limit displacement design concept.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of 7th International Conference on Steel and Aluminium Structures
ISBN
978-981-08-9247-0
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
588-593
Publisher name
Research Publishing
Place of publication
Singapore
Event location
Kuching
Event date
Jul 13, 2011
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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