Analysis of Composite Steel-concrete Columns

This paper presents some results of the analysis of the effects of the second order theory. According to the results of the experiments, which were made on the Department of Concrete Structures and Bridges in Bratislava the authors analyzed the effects of the second order theory. For the theoretical analysis of composite steel concrete columns was made a computational program. It was supplemented by a method for the calculation of the second order moment according to the model of Hanswille and Bergmann. The results of the experiments made by S. Matiasko were compared with theoretical results from the calculation based on non-linear software Atena.

• Record URL:
  https://doi.org/10.1016/j.proeng.2012.07.088
• Record URL:
  http://www.sciencedirect.com/science/article/pii/S1877705812024745
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/18777058
• Supplemental Notes:
  • Abstract reprinted with permission from Elsevier.
• Authors:
  • Gramblicka, S
  • Lelkes, A
• Conference:
  • 23rd Czech and Slovak International Conference on Steel Structures and Bridges 2012
  • Location: Podbanské , Slovakia
  • Date: 2012-9-26 to 2012-9-28
• Publication Date: 2012

Language

• English

Media Info

• Media Type: Digital/other
• Features: Figures; References;
• Pagination: pp 247-252
• Serial:
  • Procedia Engineering
  • Volume: 40
  • Issue Number: 0
  • Publisher: Elsevier
  • ISSN: 1877-7058
  • Serial URL: http://www.sciencedirect.com/science/journal/18777058
• Publication flags:

  Open Access (libre)

Subject/Index Terms

• TRT Terms: Columns; Composite structures; Concrete structures; Experiments; Steel; Structural analysis
• Uncontrolled Terms: Second order effects
• Geographic Terms: Bratislava (Slovakia)
• Subject Areas: Bridges and other structures; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 01499230
• Record Type: Publication
• Files: TRIS
• Created Date: Nov 21 2013 9:15AM