dc.contributor.author	Padilla-Llano, David A.	en
dc.contributor.author	Moen, Cristopher D.	en
dc.contributor.author	Eatherton, Matthew R.	en
dc.contributor.department	Civil and Environmental Engineering	en
dc.date.accessioned	2012-06-19T15:02:33Z	en
dc.date.available	2012-06-19T15:02:33Z	en
dc.date.issued	2012-06-19	en
dc.description	Videos corresponding to 12 Cyclic axial tests and 12 Monotonic axial tests (*.mp4 format)	en
dc.description.abstract	This paper summarizes results from an experimental program designed to evaluate the tension-compression cyclic axial response of cold-formed steel Csection structural framing members. A new cyclic loading protocol for coldformed steel members is presented that defines the target axial displacement based on elastic buckling parameters. The protocol is used to explore the cyclic response of members experiencing local buckling, distortional buckling, and global buckling deformation. In the experiments, post-bucking energy dissipation was observed along with tension stretching and softening. The quantity of dissipated energy per cycle increased as cross-section and global slenderness decreased. Specimens experiencing local and distortional buckling dissipated more energy per half-wavelength than those experiencing global buckling.	en
dc.description.sponsorship	American Iron and Steel Institute (AISI)	en
dc.format.mimetype	video/mp4	en
dc.identifier.uri	http://hdl.handle.net/10919/18721	en
dc.rights	In Copyright	en
dc.rights.uri	http://rightsstatements.org/vocab/InC/1.0/	en
dc.subject	Cold-formed steel	en
dc.subject	Energy dissipation	en
dc.subject	Hysteretic behavior	en
dc.title	Test Videos - Compression-Tension Hysteretic Response of Cold-Formed Steel C-Section Framing Members	en
dc.type	Dataset	en
dc.type	Video	en
dc.type.dcmitype	Dataset	en
dc.type.dcmitype	Image	en
dc.type.dcmitype	MovingImage	en

Test Videos - Compression-Tension Hysteretic Response of Cold-Formed Steel C-Section Framing Members

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