[[1] Biegus A., Trapezoidal sheet as a bracing preventing from out-of-plane buckling, Archives of Civil and Mechanical Engineering 15/2015, 735–741.10.1016/j.acme.2014.08.007]Search in Google Scholar
[[2] Biegus A., Czepiżak D., Analytical and numerical research of equivalent stabilizing force of stiffened truss chords, Matec Web of Conferences 262/2019.10.1051/matecconf/201926209003]Search in Google Scholar
[[3] Czepiżak D., Biegus A., Refined calculation of lateral bracing systems due to global geometrical imperfection, Journal of Constructional Steel Research 19/2016, 30–38.10.1016/j.jcsr.2015.12.007]Search in Google Scholar
[[4] Niewiadomski L., Zamorowski J., The load of transversal bracings resulting from geometric imperfection of single-span trusses of roofs, Proceedings of the 12th International Conference on New Trend in Static and Dynamics of Buildings, Bratislava, Slovakia, 2014. [in Polish]]Search in Google Scholar
[[5] Pałkowski S., The calculation models of transversal roof bracings, Inżynieria i Budownictwo 3/2016, 131–133.]Search in Google Scholar
[[6] Pałkowski Sz., Piątkowski M., On the calculation of lateral roof bracing, Inżynieria i Budownictwo 4/2014, 210–213.]Search in Google Scholar
[[7] PN-EN 1993-1-1: 2006. Eurocode 3: Design of steel structures. Part 1-1: General rules and rules for building.]Search in Google Scholar
[[8] Piątkowski M., Impact of truss girder geometrical imperfections on roof bracing load, Matec Web of Conferences 262/2019.10.1051/matecconf/201926209008]Search in Google Scholar
[[9] SSD SOFiSTiK Structural Desktop, User interface of SOFiSTiK, SOFiSTiK AG, 2008.]Search in Google Scholar
