Cyclic Testing of 2-story Cold Formed Steel Building

Determination of horizontal load carrying capacity and ductility factors of a 2-story CFS building with plan dimensions of 2.4 m x 3.6 m and story height of 2.4 m

Related Paper

Senkardesler O, Goler G, Soyoz S (2017) “Dynamic and Cyclic Response of a Full-scale 2-storey Cold-formed Steel Structure with and without Infill Materials”, Bulletin of Earthquake Engineering, 15(8), 3207-3226.