ConSteel software
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Football stand 
Engineer: Tamás Hegedűs,  Dr. Ferenc Papp  
Design office: KÉSZ Kft.  www.kesz.hu
Location:Budapest, Hungary
Built in:2003, Material:S355, 
​
Weight:27 t
​The following publications appeared in scientific journals or international conference proceedings and contain research results using the ConSteel software by various experts in the field of structural steel design.
​
  • Rubert, A.: Biegetorsion in der Stahlbaupraxis heute - modern, universell und zuverlässig. Bauingenieur 10/2019 (PDF)
  • Rubert, A.: Evaluation der Korrektheit und Genauigkeit der Software ConSteel bei Berechnungen biegeknick- und biegedrillknickgefährdeter ebener und räumlicher stählerner Strukturen nach Theorie 2. Ordnung. Höxter 2019 (PDF)
  • Rubert, A., Pollmann, D., Schaefer, S.; Analyse- und Nachweisformate des Biegedrillknickens stählerner Rahmen. Konstruktiver Ingenieurbau (KI) 04/2017 (PDF)
  • C Bernuzzi, M Simoncelli, M Venezia: Performance of mono-symmetric upright pallet racks under slab deflections (Abstract)
  • Giżejowski M., Stachura Z.: Buckling strength of a steel multi-storey framework according to Eurocode’s general method. XIII International Conference on Metal Structures, Zielona Góra, Poland, June 15-17, 2016. (Abstract)
  • Giżejowski M., Stachura Z.: Stateczność techniczna stalowych konstrukcji prętowych w ujęciu eurokodowej metody ogólnej. Inżynieria i Budownictwo, vol. 72, nr 2, 2016, s. 82-90. (Abstract) (Abstract)
  • Stachura Z., Giżejowski M.: Eurokodowe procedury statecznościowego sprawdzania nośności stalowych ram płaskich. Rozdział w monografii: Konstrukcje betonowe i metalowe, Wydawnictwa Uczelniane Uniwersytetu Technologiczno-Przyrodniczego, Bydgoszcz 2015, 267-276. (Abstract) (Abstract)
  • Giżejowski M., Szczerba R., Gajewski M., Stachura Z.: Analiza nośności stalowej ramy płaskiej o blachownicowych elementach smukłościennych. Czasopismo Inżynierii Lądowej, Środowiska i Architektury (Journal of Civil Engineering, Environment and Architecture), Politechnika Rzeszowska, z. 62 (4/15), 2015, s. 73-92. (PDF)
  • Wagenknecht, G.; Kiel, B.: Vergleich der Berechnungsverfahren für biegedrillknickgefährdete Bauteile nach Eurocode 3. Gießener Bauforums 2016 - 23.9.2016 (PDF)
  • Szalai, J.; Rubert, A.; Papp, F.: Spatial stability analysis and globalstability checks according to DIN EN1993–1–1. Bauingenieur 10-2015 (Abstract)
  • C Bernuzzi, N Draskovic, M Simoncelli: European and United States approaches for steel storage pallet rack design. Part 2: Practical application (Abstract), (PDF)
  • Nagy, Zs., Pop, A., Mois, I., Ballok, R.: Stressed skin effect on the elastic buckling of pitched roof portal frames. Eighth International Conference on Advances in Steel Structures, Lisbon, Portugal, July 22-24, 2015 (PDF)
  • Badari, B., Papp, F.: On Design Method of Lateral-torsional Buckling of Beams: State of he Art and a New Proposal for a General Type Design Method. Periodica Polytechnica Civil Engineering, Vol. 59, No. 2 2015 (PDF)
  • C Bernuzzi, M Simoncelli: European alternatives to design perforated thin-walled cold-formed beam–columns for steel storage systems (Abstract)
  • C Bernuzzi, M Simoncelli: European design approaches for isolated cold-formed thin-walled beam–columns with mono-symmetric cross-section (Abstract)
  • Papp, F., Rubert, A. and Szalai, J. (2014), DIN EN 1993-1-1-konforme integrierte Stabilitätsanalysen für 2D/3D-Stahlkonstruktionen (Teil 1-3). Stahlbau, 83 (PDF)
  • C Bernuzzi, A Gobetti, G Gabbianelli, M Simoncelli: Unbraced pallet rack design in accordance with European practice–Part 1: Selection of the method of analysis.•Thin-Walled Structures, 2014,  (Abstract)
  • A Tóth, A Joó: Comparative study of steel frame modelling levels and Eurocode based design methods, "Model Validation and Simulation” - Graduate Courses for Structural Engineering
    Applications, Bauhaus Summer School, Volume 023,  Pages 187- 195 (PDF)
  • C Bernuzzi, A Gobetti, G Gabbianelli, M Simoncelli: Warping influence on the resistance of uprights in steel storage pallet racks. Journal of Constructional Steel Research,Volume 101, 2014, Pages 224–241 (Abstract)
  • Papp, F., Rubert, A. and Szalai, J. (2014), DIN EN 1993-1-1-konforme integrierte Stabilitätsanalysen für 2D/3D-Stahlkonstruktionen (Teil 3). Stahlbau, 83: 325–342. doi: 10.1002/stab.201410168 (Abstract)
  • C Bernuzzi, A Pieri, V Squadrito: Warping influence on the static design of unbraced steel storage pallet racks. Thin-Walled Structures, Volume 79, June 2014, Pages 71–82  (Abstract)
  • Papp, F., Rubert, A. and Szalai, J. (2014), DIN EN 1993-1-1-konforme integrierte Stabilitätsanalysen für 2D/3D-Stahlkonstruktionen (Teil 2). Stahlbau, 83: 122–141. doi: 10.1002/stab.201410140 (Abstract) (PDF)
  • Papp, F., Rubert, A. and Szalai, J. (2014), DIN EN 1993-1-1-konforme integrierte Stabilitätsanalysen für 2D/3D-Stahlkonstruktionen (Teil 1). Stahlbau, 83: 1–15. doi: 10.1002/stab.201410128 (Abstract) (PDF)
  • Feldmann, M.; Sedlacek, G.; Wieschollek, M.; Szalai, J.: Biege- und Biegedrillknicknachweise nach Eurocode 3 anhand von Berechnungen nach Theorie 2. Ordnung. In: Stahlbau, 1 (2012), S. 1-12 (PDF)
  • Wieschollek, M.; Schillo, N.; Feldmann, M.; Sedlacek, G.: Lateral-torsional buckling checks of steel frames using second-order analysis. In: Steel Construction - Design and Research, 2 (2012), S. 71-86 (Abstract)
  • Wieschollek, M.; Feldmann, M.; Szalai, J.; Sedlacek, G.: Biege- und Biegedrillknicknachweise nach Eurocode 3 anhand von Berechnungen nach Theorie 2. Ordnung. In: Festschrift Gerhard Hanswille, Institut für Konstruktiven Ingenieurbau, Bergische Universität Wuppertal (2011), S. 73-95
  • Z. Nagy and M. Cristutiu: Local and Global Stability Analysis of a Large Free Span Steel Roof Structure Civil-Comp Press, 2012 Proceedings of the Eleventh International Conference on Computational Structures Technology (PDF)
  • Z. Nagy and M. Cristutiu: Application of monitoring to ensure structural robustness 6th European Conference on Steel and Composite Structures. Edited by Dunai L at al. Budapest, Hungary, 2011.
  • Szalai J, Papp F. Theory and application of the general method of Eurocode 3 Part 1-1. 6th European Conference on Steel and Composite Structures. Edited by Dunai L at al. Budapest, Hungary, 2011. (PDF)
  • Szalai J. Use of eigenvalue analysis for different levels of stability design. International Colloquium on the Stability and Ductility of Steel Structures. Edited by Batista E at al. Rio de Janeiro, Brasil, 2010. (PDF)
  • Badari B, Papp F. Calibration of the Ayrton-Perry resistance formula – A new design formula for LTB of simple beams. 6th European Conference on Steel and Composite Structures. Edited by Dunai L at al. Budapest, Hungary, 2011. 
  • Papp F, Iványi M, Jármai K.Unified object-oriented definition of thin-walled steel beam-column cross-sections. COMPUTERS & STRUCTURES 79: pp. 839-852. (2001) (Abstract)
  • Papp F, Iványi M. ConSteel as the prototype of a CAD/CAM oriented program for concurrent design of beam-column structrures. In: M Iványi, J P Muzeau, B H V Topping (szerk.) Proc. 5th International Conference on Computational Steel Structures Technology. Leuven, Belgium, 2000.09.06-2000.09.08. Edinburgh: Civil-Comp Press, pp. 1-12. Paper 1.1. (ISBN: 0-948749-72-5) 

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​ERGOCAD© 2022. ERGOCAD is the official and exclusive distributor of ConSteel & csJoint in France, Belgium, Luxembourg, The Netherlands, Greece & Cyprus. All rights reserved. ConSteel and csJoint® is a trademark of company ConSteel Solutions Kft. Product information and specifications are subject to change and provided by ConSteel Solutions Kft “as is”, without any warranty of any kind, either express or implied. All trademarks are the property of the respective trademark owners.
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  • ConSteel
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  • ConSteel
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