Structural analysis and design assisted by testing of cold-formed steel structures

Abstract The technical and economical efficiency of cold-formed steel structures, which usually are of thin-walled sections, is strongly dependent on the ability of the designer to manage the instability problems and optimize the connection detailing associated with proper calculation models. Sometimes it is really difficult to control such types of problems by analytical calculation procedures. On this purpose, modern design codes give the possibility to apply design methodologies assisted by testing. This is, for instance, the case of EN1990 (Section 5 and Annex D) and EN1993-1-3 (testing procedures). The present paper, based on results obtained by the author and his research team, shows how test results can be used to solve and validate some complex problems of analysis and design of cold-formed steel structures, all of them being experienced by the author.

[1]  Dan Dubina,et al.  Cold-formed steel trusses with semi-rigid joints , 1997 .

[2]  H. D. Wright Stability and Ductility of Steel Structures , 2000 .

[3]  Chanakya Arya,et al.  Eurocode 3: Design of steel structures , 2018, Design of Structural Elements.

[4]  Dan Dubina,et al.  Design Criteria for Seam and Sheeting-to-Framing Connections of Cold-Formed Steel Shear Panels , 2006 .

[5]  Adrian Ciutina,et al.  Performance of Ridge and Eaves Joints in Cold-formed Steel Portal Frames , 2006 .

[6]  Dubina Dan Behaviour and Performance of Cold-Formed Steel Framed Houses under Seismic Action , 2007 .

[7]  V. Gioncu,et al.  General theory of coupled instabilities , 1994 .

[8]  James B.P. Lim,et al.  Stiffness prediction for bolted moment-connections between cold-formed steel members , 2004 .

[9]  Dan Dubina,et al.  Behavior and performance of cold-formed steel-framed houses under seismic action , 2008 .

[10]  Dan Dubina The ECBL approach for interactive buckling of thin-walled steel members , 2001 .

[11]  Aurel Stratan,et al.  Cold-formed Steel Pitched-roof Portal Frames of Back-to-back Plain Channel Sections and Bolted Joints , 2006 .

[12]  H. Gulvanessian,et al.  EN1990 Eurocode—Basis of structural design , 2001 .

[13]  Dan Dubina,et al.  Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading. Part II: Numerical modelling and performance analysis , 2004 .

[14]  Y. Sakumoto,et al.  SEISMIC RESISTANCE AND DESIGN OF STEEL-FRAMED HOUSES , 1999 .

[15]  D Dubina,et al.  PERFORMANCE OF WALL-STUD COLD-FORMED SHEAR PANELS UNDER MONOTONIC AND CYCLIC LOADING PART I: EXPERIMENTAL RESEARCH , 2004 .