Use this url to cite publication: https://hdl.handle.net/20.500.14172/15562
Analysis of buckling problem of thin–walled steel frames for sea port storage facilities
Type of publication
Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)
Type of document
type::text::conference output::conference proceedings::conference paper
Title
Analysis of buckling problem of thin–walled steel frames for sea port storage facilities
Publisher
Kaunas : Kaunas University of Technology
Date Issued
| Date | Start Page | End Page |
|---|---|---|
2017-05-19 | 258 | 262 |
Is part of
Mechanika 2017 : proceedings of the 22nd international scientific conference : 19 May 2017, Kaunas University of Technology, Lithuania
Abstract (en)
Results of a numerical analysis of the local buckling and global stability of thin-walled steel frames for a storage facility in the sea port of Klaipėda, Lithuania, is presented. Columns of such building are of tapered I-section shape. Comparison between Lithuanian national design codes, international Eurocode and analytical and numerical calculations by the finite element method are made, safety factors are analyzed. Differences between beam and shell space models are described.
ISSN (of the container)
1822-2951
eLABa
31149776
Coverage Spatial
Lietuva / Lithuania (LT)
Language
Anglų / English (en)
Bibliographic Details
15
Owning collection