{"@type": "dcat:Dataset", "accessLevel": "public", "accrualPeriodicity": "irregular", "bureauCode": ["006:55"], "contactPoint": {"fn": "Matthew Hoehler", "hasEmail": "mailto:matthew.hoehler@nist.gov"}, "description": "Six 2.7 m by 3.7 m shear wall specimens were fabricated consisting of 150 mm wide CFS framing sheathed on one side with sheet steel adhered to Type X gypsum board and on the opposite side with Type X gypsum board. The specimens were subjected sequentially to varied combinations of mechanical (shear) deformation and thermal (fire) loading. Specimen 1 (CFS01) was used to establish the monotonic 'pushover' load-displacement capacity of the wall system and subsequently to shake down the fire test setup. Specimen 2 (CFS02) was loaded by symmetric-amplitude reverse-cyclic shear deformation to destruction (defined here as 2.8 % drift ratio) to establish the cyclic load-displacement response. Specimen 3 and 4 (CFS03 and CFS04) were cycled to deformations just before and after the peak load was achieved, respectively, burned for 13 min and 20 s and then cycling was continued until destruction of the wall. For Specimen 5 (CFS05), an undamaged wall was exposed to fire for 13 min and 20 s and then cycled to destruction. Specimen 6 (CFS06) was tested similarly to Specimen 3, however, the burn duration was doubled. The datasets include measured force, displacement and temperature data, as well as select videos.", "distribution": [{"accessURL": "https://doi.org/10.18434/T4/1422515", "description": "DOI Access for Influence of FIre on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 1", "format": "text/html", "title": "DOI Access for Influence of FIre on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 1"}], "identifier": "41709F592F4059B4E0531A570681F8C01510", "keyword": ["cold-formed steel; shear walls; earthquake; fire; fire following earthquake"], "landingPage": "https://data.nist.gov/od/id/41709F592F4059B4E0531A570681F8C01510", "language": ["en"], "license": "https://www.nist.gov/open/license", "modified": "2018-02-22 00:00:00", "programCode": ["006:045"], "publisher": {"@type": "org:Organization", "name": "National Institute of Standards and Technology"}, "references": ["https://dx.doi.org/10.6028/NIST.IR.8160"], "theme": ["Buildings and Construction:Building materials", "Buildings and Construction:Structural engineering", "Fire:Structural fire resistance"], "title": "Data from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase I"}