Residual stresses in cold-rolled stainless steel hollow sections M Jandera, L Gardner, J Machacek Journal of Constructional Steel Research 64 (11), 1255-1263, 2008 | 209 | 2008 |
Experiments of Class 4 open section beams at elevated temperature M Prachar, J Hricak, M Jandera, F Wald, B Zhao Thin-Walled Structures 98, 2-18, 2016 | 44 | 2016 |
Residual stress influence on material properties and column behaviour of stainless steel SHS M Jandera, J Machacek Thin-Walled Structures 83, 12-18, 2014 | 38 | 2014 |
Design manual for structural stainless steel S Afshan, I Arrayago Luquin, L Gardner, G Gedge, M Jandera, ... Steel Construction Institute publications, 2017 | 32 | 2017 |
Lateral-torsional buckling of class 4 section uniform and web tapered beams at elevated temperature M Jandera, M Prachař, F Wald Thin-Walled Structures 146, 106458, 2020 | 22 | 2020 |
Lateral-torsional buckling of slender cross-section stainless steel beams M Šorf, M Jandera Structures 28, 1466-1478, 2020 | 18 | 2020 |
Cold-forming effect on stainless steel sections MK Howlader, J Marik, M Jandera International Journal of Steel Structures 16, 317-332, 2016 | 14 | 2016 |
Lateral torsional-buckling of class 4 steel plate beams at elevated temperature: experimental and numerical comparison M Prachar, M Jandera, F Wald, B Zhao Journal of Structural Fire Engineering 6 (3), 223-236, 2015 | 12 | 2015 |
Lateral torsional buckling of class 4 steel plate girders under fire conditions: experimental and numerical comparison M Prachař, N Lopes, C Couto, M Jandera, P Vila Real, F Wald WALD F., BURGESS I., KWASNIEWSKI L., HOROVÁ K., C. E.(Ed.). Benchmark …, 2014 | 11 | 2014 |
Residual stress pattern of stainless steel SHS M Jandera, J Machacek Tubul. Struct. XIII-Proc. 13th Int. Symp. Tubul. Struct, 265-272, 2010 | 11 | 2010 |
Increase of the fire resistance by galvanizing J Jirků, F Wald, M Jandera Proceedings: 17th Hot Dip Galvanizing Conference. Ostrava, 99-107, 2011 | 9 | 2011 |
Ocelové konstrukce 2: cvičení T Vraný, M Jandera, M Eliášová České vysoké učení technické, 2009 | 9 | 2009 |
Stainless steel beam-columns behaviour M Jandera, D Syamsuddin, B Zidlicky The Open Civil Engineering Journal 11 (1), 2017 | 7 | 2017 |
Fire resistance of slender section beams: Subjected to lateral torsional buckling M Prachar, M Jandera, F Wald, B Zhaob Steel Construction 7 (3), 188-192, 2014 | 7 | 2014 |
Local buckling of Class 4 cross-sections at elevated temperatures J Hricak, M Jandera, F Wald Wald F. CE, Burgess I, Kwasniewski L, Horová K, editors. Benchmark studies …, 2014 | 7 | 2014 |
Residual stresses and strength of hollow stainless steel sections M Jandera, J Machacek Proc. 9th international conference modern building materials, structures and …, 2007 | 6 | 2007 |
Novinky v navrhování ocelových a dřevěných konstrukcí se zaměřením na skleněné konstrukce F Wald, J Macháček, M Eliášová, P Ryjáček, J Dolejš, P Kuklík, ... České vysoké učení technické v Praze, 2015 | 5 | 2015 |
Interaction formula for stainless steel beam-columns. Recent research advances on thin-walled structures, 2014 M Jandera, D Syamsuddin Proceedings of the Seventh European Conference on Steel and Composite …, 2014 | 5 | 2014 |
An interaction formula proposed for stainless steel SHS and RHS beam–columns B Židlický, M Jandera Thin-Walled Structures 185, 110573, 2023 | 4 | 2023 |
Austenitic Stainless Steel I‐section Beam‐column Tests and Numerical Modelling N Feber, M Jandera, B Rossi ce/papers 5 (4), 547-554, 2022 | 3 | 2022 |