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Vaszilievits-Sömjén, Bálint / Papp, Ferenc (2024): New Buckling Curve for a Compressed Member with Cold-Formed Channel Cross-Section. Dans: Buildings, v. 14, n. 10 (8 octobre 2024).
https://doi.org/10.3390/buildings14103258
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Hajdú, Gábor / Papp, Ferenc (2023): Novel formula for the elastic critical moment of beams with corrugated web. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).
https://doi.org/10.1002/cepa.2614
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Vaszilievits‐Sömjén, Bálint / Papp, Ferenc (2023): Novel method for the prediction of load bearing capacity of compressed C channels considering interaction of buckling modes. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).
https://doi.org/10.1002/cepa.2544
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Hussein, Ardalan B. / Papp, Ferenc (2023): State-of-the-Art: Integrating Fastener Technology and Design Guidelines for Enhanced Performance of Cold-Formed Steel Sections. Dans: Buildings, v. 13, n. 9 (23 août 2023).
https://doi.org/10.3390/buildings13092338
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Hajdú, Gábor / Pasternak, Hartmut / Papp, Ferenc (2023): Lateral-torsional buckling assessment of I-beams with sinusoidally corrugated web. Dans: Journal of Constructional Steel Research, v. 207 (août 2023).
https://doi.org/10.1016/j.jcsr.2023.107916
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Nemer, Samer / Szalai, József A. / Papp, Ferenc (2023): The overall imperfection method for fire design situation. Dans: Engineering Structures, v. 283 (mai 2023).
https://doi.org/10.1016/j.engstruct.2023.115884
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Hajdú, Gábor / Papp, Ferenc (2022): On the accuracy of general method adapted in EN 1993-1-1. Dans: Journal of Constructional Steel Research, v. 195 (août 2022).
https://doi.org/10.1016/j.jcsr.2022.107354
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Nemer, Samer / Papp, Ferenc (2021): Numerical Investigation on Flexural Buckling Behavior of Hot-rolled Steel Columns at Elevated Temperatures. Dans: Periodica Polytechnica Civil Engineering, v. 65, n. 3 ( 2021).
https://doi.org/10.3311/ppci.17799
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Badari, Bettina / Papp, Ferenc (2015): On Design Method of Lateral-torsional Buckling of Beams: State of the Art and a New Proposal for a General Type Design Method. Dans: Periodica Polytechnica Civil Engineering, v. 59, n. 2 ( 2015).
https://doi.org/10.3311/ppci.7837
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Szalai, József / Papp, Ferenc (2019): New stability design methodology through overall linear buckling analysis. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019).
https://doi.org/10.1002/cepa.1145
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Papp, Ferenc / Szalai, József / Majid, Movahedi R. (2019): Out‐of‐Plane Buckling Assessment of Frames through Overall Stability Design Method. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019).
https://doi.org/10.1002/cepa.1146
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Szalai, József / Papp, Ferenc (2005): A new residual stress distribution for hot-rolled I-shaped sections. Dans: Journal of Constructional Steel Research, v. 61, n. 6 (juin 2005).
https://doi.org/10.1016/j.jcsr.2004.12.004
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Szalai, József / Papp, Ferenc (2009): On the probabilistic evaluation of the stability resistance of steel columns and beams. Dans: Journal of Constructional Steel Research, v. 65, n. 3 (mars 2009).
https://doi.org/10.1016/j.jcsr.2008.08.006
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Szalai, József / Papp, Ferenc (2010): On the theoretical background of the generalization of Ayrton–Perry type resistance formulas. Dans: Journal of Constructional Steel Research, v. 66, n. 5 (mai 2010).
https://doi.org/10.1016/j.jcsr.2009.12.013
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Papp, Ferenc (2006): Europe-wide Design Space for Architecture, Engineering and Construction. Présenté pendant: IABSE Symposium: Responding to Tomorrow's Challenges in Structural Engineering, Budapest, Hungary, 13-15 September 2006.
https://doi.org/10.2749/222137806796184824
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Papp, Ferenc / Ivanyi, Miklós / Jármai, Károly (2001): Unified object-oriented definition of thin-walled steel beam-column cross-sections. Dans: Computers & Structures, v. 79, n. 8 (mars 2001).
https://doi.org/10.1016/s0045-7949(00)00183-8
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Papp, Ferenc (2016): Buckling assessment of steel members through overall imperfection method. Dans: Engineering Structures, v. 106 (janvier 2016).
https://doi.org/10.1016/j.engstruct.2015.10.021
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Hajdú, Gábor / Papp, Ferenc (2018): Safety Assessment of Different Stability Design Rules for Beam-columns. Dans: Structures, v. 14 (juin 2018).
https://doi.org/10.1016/j.istruc.2018.05.002
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Hajdú, Gábor / Papp, Ferenc / Rubert, Achim (2017): Vollständige äquivalente Imperfektionsmethode für biege- und druckbeanspruchte Stahlträger. Dans: Stahlbau, v. 86, n. 6 (mai 2017).
https://doi.org/10.1002/stab.201710471
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Papp, Ferenc / Rubert, Achim / Szalai, József (2014): DIN EN 1993-1-1-konforme integrierte Stabilitätsanalysen für 2D/3D-Stahlkonstruktionen (Teil 3). Dans: Stahlbau, v. 83, n. 5 (mai 2014).
https://doi.org/10.1002/stab.201410168
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Papp, Ferenc / Rubert, Achim / Szalai, József (2014): DIN EN 1993-1-1-konforme integrierte Stabilitätsanalysen für 2D/3D-Stahlkonstruktionen (Teil 2). Dans: Stahlbau, v. 83, n. 2 (février 2014).
https://doi.org/10.1002/stab.201410140
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Papp, Ferenc / Rubert, Achim / Szalai, Josef (2014): DIN EN 1993-1-1-konforme integrierte Stabilitätsanalysen für 2D/3D-Stahlkonstruktionen (Teil 1). Dans: Stahlbau, v. 83, n. 1 (janvier 2014).
https://doi.org/10.1002/stab.201410128