This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Phan D.T., Lim J.B.P., Tanyimboh T.T., Wrzesien A.M., Sha W., Lawson R.M. (2015). Optimal design of cold-formed steel portal frames for stressed-skin action using genetic algorithm. Engineering Structures 93, 36–49.PhanD.T.LimJ.B.P.TanyimbohT.T.WrzesienA.M.ShaW.LawsonR.M.2015Optimal design of cold-formed steel portal frames for stressed-skin action using genetic algorithm93364910.1016/j.engstruct.2015.02.037Search in Google Scholar
Swierczyna S., Wuwer W. (2011). Thin-walled latticed frame with semi-rigid bolted joints. Proceedings of 12th International Conference on Metal Structures, Wrocław 2011, 256–257.SwierczynaS.WuwerW.2011Thin-walled latticed frame with semi-rigid bolted jointsWrocław2011256257Search in Google Scholar
ARCONIC, Huck BOM The Highest Strength Blind Fasteners in the World. https://www.arconic.com/fastening_systems/commerc ial/catalog/Brochures/BOM%20Brochure%20-%20Dec%202017.pdf (access: 06.04.2020).ARCONIChttps://www.arconic.com/fastening_systems/commerc ial/catalog/Brochures/BOM%20Brochure%20-%20Dec%202017.pdf (access: 06.04.2020)Search in Google Scholar
Swierczyna S., Wuwer W. (2016). Resistance and stiffness of blind bolt lap joints in cold-formed steel structures. Technical transactions: Civil Engineering 2-B/2016, 197–217.SwierczynaS.WuwerW.2016Resistance and stiffness of blind bolt lap joints in cold-formed steel structures2-B2016197217Search in Google Scholar
Słowiński K., Wuwer W. (2016). Blind-bolted shear connections for axially compressed RHS columns strengthened with open sections. Journal of Constructional Steel Research Volume 127, 15–27.SłowińskiK.WuwerW.2016Blind-bolted shear connections for axially compressed RHS columns strengthened with open sections127152710.1016/j.jcsr.2016.07.023Search in Google Scholar
Zadanfarrokh F., Bryan E. R. (1992): Testing and Design of Bolted Connections in Cold Formed Steel Sections. International Specialty Conference on Cold-Formed Steel Structures. 3.ZadanfarrokhF.BryanE. R.1992Testing and Design of Bolted Connections in Cold Formed Steel SectionsSearch in Google Scholar
Lim, J.B.P. and Nethercot, D.A. (2004). Stiffness prediction for bolted moment-connections between cold-formed steel members. Journal of Constructional Steel Research 60(1), 85–107.LimJ.B.P.NethercotD.A.2004Stiffness prediction for bolted moment-connections between cold-formed steel members6018510710.1016/S0143-974X(03)00105-6Search in Google Scholar
Zaharia R. Dubina D. (2006). Stiffness of joints in bolted connected cold-formed steel trusses. Journal of Constructional Steel Research 62, 240–249.ZahariaR.DubinaD.2006Stiffness of joints in bolted connected cold-formed steel trusses6224024910.1016/j.jcsr.2005.07.002Search in Google Scholar
Dubina D. (2008). Structural analysis and design assisted by testing of cold-formed steel structures. Thin-Walled Structures 46, 741–764.DubinaD.2008Structural analysis and design assisted by testing of cold-formed steel structures4674176410.1016/j.tws.2008.01.030Search in Google Scholar
PN-EN 1993-1-8 Eurocode 3: Design of Steel Structurtes. Part 1-8: Design of Joints.Search in Google Scholar
Wallace J.A., Schuster R.M. (2002). Testing of Bolted Cold-Formed Steel Connections in Bearing (With and Without Washers). International Specialty Conference on Cold-Formed Steel Structures.WallaceJ.A.SchusterR.M.2002Testing of Bolted Cold-Formed Steel Connections in Bearing (With and Without Washers)Search in Google Scholar
He Y.C., Wang Y.C. (2011). Load-deflection behaviour of thin-walled plates with a single bolt in shearing. Thin-Walled Structures 49, 1261–1276.HeY.C.WangY.C.2011Load-deflection behaviour of thin-walled plates with a single bolt in shearing491261127610.1016/j.tws.2011.05.008Search in Google Scholar
Konkong N., Phuvoravan K. (2017). Parametric Study for Bearing Strength in Cold-Formed Steel Bolt Connections. International Review of Civil Engineering (I.RE.C.E.), 8(3).KonkongN.PhuvoravanK.2017Parametric Study for Bearing Strength in Cold-Formed Steel Bolt Connections. International8310.15866/irece.v8i3.11850Search in Google Scholar
Aziz A., Lip H.T. (2019). Thread effect on the stiffness of bolted shear connections. Journal of Constructional Steel Research 160, 77–88.AzizA.LipH.T.2019Thread effect on the stiffness of bolted shear connections160778810.1016/j.jcsr.2019.05.023Search in Google Scholar
Pietrapertosa C., Pirapez E., Jaspart J.P. (2004). Ductility requirements in shear bolted connections, Connections in Steel Structures V, 335–345.PietrapertosaC.PirapezE.JaspartJ.P.2004Ductility requirements in shear bolted connectionsV335345Search in Google Scholar
Wuwer W., Zamorowski J., Swierczyna S. (2012). Lap joints stiffness according to Eurocode EC3 and experimental investigations results. Archives of Civil and Mechanical Engineering (ACME17), 95–104.WuwerW.ZamorowskiJ.SwierczynaS.2012Lap joints stiffness according to Eurocode EC3 and experimental investigations resultsACME179510410.1016/j.acme.2012.03.017Search in Google Scholar
Lu W. (2015). Sustainable applications of cold-formed steel structures: Connections and joints. Recent Trends in Cold-Formed Steel Construction, 241–264.LuW.2015Sustainable applications of cold-formed steel structures: Connections and joints241264Search in Google Scholar
Lim J.B.P., Wrzesien A.M., Nethercot D.A. (2015). Sustainable applications of cold-formed steel structures: Portal frames. Recent Trends in Cold-Formed Steel Construction, 265–303.LimJ.B.P.WrzesienA.M.NethercotD.A.2015Sustainable applications of cold-formed steel structures: Portal frames265303Search in Google Scholar
Wuwer W. (2005). Investigations and calculation of lap-joints with special blind bolts. Archives of Civil Engineering, 253–280.WuwerW.2005Investigations and calculation of lap-joints with special blind bolts253280Search in Google Scholar
Swierczyna S., Wuwer W. (2014). Evaluation of bearing resistance of blind bolt lap joints. The 7th European Conference on Steel and Composite Structures Eurosteel 2014, 381–382.SwierczynaS.WuwerW.2014Evaluation of bearing resistance of blind bolt lap joints2014381382Search in Google Scholar
Swierczyna S., Wuwer W. (2017). Tests of alternately loaded single-cut joints with blind bolts. The 8th European Conference on Steel and Composite Structures Eurosteel 2017, 282–291.SwierczynaS.WuwerW.2017Tests of alternately loaded single-cut joints with blind bolts201728229110.1002/cepa.59Search in Google Scholar
EN ISO 7089:2004. Plain washers. Normal series. Product grade A.EN ISO 7089:2004Search in Google Scholar
Crawford S.F., Kulak G.L. (1971). Eccentrically loaded bolted connections. Journal of the Structural Division, 765–783.CrawfordS.F.KulakG.L.1971Eccentrically loaded bolted connections76578310.1061/JSDEAG.0002844Search in Google Scholar
ECCS TC7 TWG 7.10. Connections in Cold-formed Steel Structures. The testing of connections with mechanical fasteners in steel sheeting and sections. ECCS No 124, 2nd edition, 2009.ECCS TC7 TWG 7.10Connections in Cold-formed Steel StructuresECCS No 1242nd edition2009Search in Google Scholar
PN-EN 1991-1-3. Eurocode 1. Actions on structures. Part 1-3: General actions. Snow load.PN-EN 1991-1-3Search in Google Scholar
PN-EN 1991-1-4. Eurocode 1. Actions on structures. Part 1-4: General actions. Wind action.PN-EN 1991-1-4Search in Google Scholar
PN-EN 1993-1-1. Eurocode 3: Design of steel structures. Part 1-1: General rules and rules for buildings.PN-EN 1993-1-1Search in Google Scholar
Zamorowski J., Kowolik B. (2013). The susceptibility of joints to shifting in bar constructions on the example of two roofs of two exhibition halls. Przegląd Budowlany 84(7-8), 61–68.ZamorowskiJ.KowolikB.2013The susceptibility of joints to shifting in bar constructions on the example of two roofs of two exhibition halls847-86168Search in Google Scholar