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dc.contributor.authorPadilla-Llano, David A.en_US
dc.contributor.authorMoen, Cristopher Dennisen_US
dc.contributor.authorEatherton, Matthew R.en_US
dc.date.accessioned2012-06-19T15:02:33Z
dc.date.available2012-06-19T15:02:33Z
dc.date.issued2012-06-19
dc.identifier.urihttp://hdl.handle.net/10919/18721
dc.descriptionVideos corresponding to 12 Cyclic axial tests and 12 Monotonic axial tests (*.mp4 format)en_US
dc.description.abstractThis 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_US
dc.description.sponsorshipAmerican Iron and Steel Institute (AISI)en_US
dc.format.mimetypevideo/mp4en_US
dc.subjectCold-formed steelen_US
dc.subjectEnergy dissipationen_US
dc.subjectHysteretic behavioren_US
dc.titleTest Videos - Compression-Tension Hysteretic Response of Cold-Formed Steel C-Section Framing Membersen_US
dc.typeDataseten_US
dc.typeVideoen_US
dc.type.dcmitypeDataseten_US
dc.type.dcmitypeImageen_US
dc.type.dcmitypeMovingImageen_US


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