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Equivalent Imperfections In Arched Structures Cover
Open Access
|Oct 2015

References

  1. Eurocode 3, clause 5.3.2 (11) Imperfections for global analysis of frames, SÚTN, pp. 33–36.
  2. Eurocode 3. Annex D: Buckling lengths of members in bridges and assumptions for geometrical imperfections, D.3: Arched bridges. SÚTN, pp. 96–100.
  3. ., A two-part article. Stahlbau (in print), Oct.-Nov..
  4. (in Slovak), Slovak University of Technology Publishing. Bratislava, pp. 75–92.
  5. Proceedings from 34meeting of the steelwork section workers with foreign attendance ‘Theoretical and constructional problems of the steel and timber constructions and bridges’, 16-17 Oct. 2008, Pezinok, pp. 17–22.
  6. .XII. International scientific conference, 110anniversary of FAST VUT establishment in Brno, Brno, 20-22 April 2009, Section: Engineering constructions, pp. 11–14.
  7. , Engineering Research. Anniversary volume honoring Amália and Miklós Iványi, Pollack Mihaly Faculty of Engineering, University of Pécs, 25-26 Oct. 2010, pp. B:3–B:15.
  8. STN EN 1993-1-1:2006 and STN EN 1993-1-8:2007, Slovak Chamber of Civil Engineers (SKSI) Bratislava, 1ed. May 2007, 2ed. Jan. 2010 (in Slovak).
  9. , (in German) TU Vienna.
DOI: https://doi.org/10.1515/sjce-2015-0012 | Journal eISSN: 1338-3973 (formerly 1210-3896) | Journal ISSN: 1210-3896 (formerly 1338-3973)
Language: English
Page range: 9 - 15
Published on: Oct 14, 2015
Published by: Slovak University of Technology in Bratislava
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2015 Marian Dallemule, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons Attribution 4.0 License.