Cold-formed steel trusses with semi-rigid joints

Thin-Walled Structures - Tập 29 - Trang 273-287 - 1997
D. Dubina1, R. Zaharia1
1Department of Steel Structures and Structural Mechanics, The ‘Politehnica’ University, Timisoara, Stadion 1, RO-1900, Romania

Tài liệu tham khảo

Dubina, 1995, The influence of node semi-rigidity on the behaviour of cold-formed steel plane trusses, Buletinul Stiintific si Tehnic al Universitatii Tehnice din Timisoara, 40, 27 Bryan, 1992, Testing and design of bolted connections in cold-formed steel sections, 625 Bryan, 1993, The design of bolted joints in cold-formed steel sections, Thin-Walled Structures, 16, 239, 10.1016/0263-8231(93)90047-E Kitipornchai, 1994, Effect of bolt slippage on ultimate behaviour of lattice structures, Journal of Structural Engineering, 120, 2281, 10.1061/(ASCE)0733-9445(1994)120:8(2281) Optimal Structural Solutions for Thin Walled Steel Trusses With Bolted Connections (in Romanian). Research Report 38/1993 MLPAT-DCS 2/94. Dubina, 1996, The semi-rigid character of the thin-walled steel trusses bolted connections, 229 Dubina, 1996, The influence of node semi-rigidity of the thinwalled steel trusses bolted joints Eurocode No. 3. Design of Steel Structures. Part 1—General Rules for Buildings. ENV 1993-1-1. Galea, 1992 1993, Eurocode No. 3. Design of Steel Structures. Part 1.3—Cold Formed Thin Gauge Members and Sheeting