Experimental work on cold-formed steel elements for earthquake resilient moment frame buildings

► Experimental study on cyclic behaviour of new CFS moment connections are presented. ► Through plates and curved flange beams were the main connection elements. ► CFS curved flange beams can sustain the moment capacity at large rotations. ► Out-of-plane stiffeners inside the beams improve the momen...

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Veröffentlicht in:	Engineering structures 2012-09, Vol.42, p.371-386
Hauptverfasser:	Bagheri Sabbagh, Alireza, Petkovski, Mihail, Pilakoutas, Kypros, Mirghaderi, Rasoul
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Beam-column connections Building structure Buildings Buildings. Public works Cold-formed steel sections Construction (buildings and works) Dissipation Earthquake construction Exact sciences and technology Geotechnics Hysteresis Joints Metal structure Moment-resisting frames Seismic behaviour Seismic phenomena Stiffeners Stresses. Safety Structural analysis. Stresses Structural steels Structure-soil interaction
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