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INFLUENCE OF CROSS-SECTIONAL SHAPE ON THE VALUES OF THE CRITICAL BUCKLING FORCE

Moga, Catalin, Gutiu, Stefan I., Danciu, Alexandra D.

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b62/s26.029View metrics

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Title
INFLUENCE OF CROSS-SECTIONAL SHAPE ON THE VALUES OF THE CRITICAL BUCKLING FORCE
Authors
Moga, Catalin, Gutiu, Stefan I., Danciu, Alexandra D.
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 14th SGEM GeoConference on NANO, BIO AND GREEN TECHNOLOGIES FOR A SUSTAINABLE FUTURE
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
978-619-7105-21-6
Language
en
Publication type
Conference Paper
References10

  1. SR EN 1993-1 -1/2006. Eurocod 3: Design of steel structures – Part 1-1: General rules and rules for buildings.

  2. SR EN 1993-1 -5/2006. Eurocod 3: Design of steel structures – Part 1-5: plated structural elements

  3. ESDEP (1994). European Steel Design Education Programme. The ESDEP Society – The Steel Construction Institute. Bekshire, UK.

  4. Abaqus 6.10. Analysis User’s Manual.Volume 1: Introduction, Spatial Modelling, Execution and Output.

  5. P. Moga, Şt. Guţiu, C. Moga, “Proiectarea elementelor din oţel. Aplicare euronorme” U.T.Press, 2011.

  6. SR EN 1993-1 -1/2006. Eurocod 3: Design of steel structures – Part 1-1: General rules and rules for buildings.

  7. SR EN 1993-1 -5/2006. Eurocod 3: Design of steel structures – Part 1-5: plated structural elements

  8. ESDEP (1994). European Steel Design Education Programme. The ESDEP Society – The Steel Construction Institute. Bekshire, UK.

  9. Abaqus 6.10. Analysis User’s Manual.Volume 1: Introduction, Spatial Modelling, Execution and Output.

  10. P. Moga, Şt. Guţiu, C. Moga, “Proiectarea elementelor din oţel. Aplicare euronorme” U.T.Press, 2011.

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