{"@type": "dcat:Dataset", "accessLevel": "public", "accrualPeriodicity": "irregular", "bureauCode": ["006:55"], "contactPoint": {"fn": "Matthew Hoehler", "hasEmail": "mailto:matthew.hoehler@nist.gov"}, "description": "Twenty-two 2.7 m by 3.7 m shear wall specimens consisting of 150 mm wide CFS framing were tested.  All walls were designed to achieve a 1-hour fire-resistance rating per American Society for Testing and Materials (ASTM) standard E119. Heating was applied to the side of the wall opposite to the side where the shear-resisting elements are located; it is assumed that the shear-resisting elements line an egress corridor and the fire occurs in a room adjacent to the corridor.  The walls are designed using Allowable Stress Design nominally following American Iron and Steel Institute (AISI) standards S400-15/S1-16 and AISI S100-16.", "distribution": [{"accessURL": "https://doi.org/10.18434/M32041", "title": "DOI Access to Dataset from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 2"}], "identifier": "848DBEBF057D6362E053245706813C122041", "keyword": ["NFRL", "cold-formed steel", "earthquake", "fire", "oriented strand board", "shear wall", "steel sheathed", "strap braced"], "landingPage": "https://www.nist.gov/el/fire-research-division-73300/national-fire-research-laboratory-73306/influence-fire-lateral-0", "language": ["en"], "license": "https://www.nist.gov/open/license", "modified": "2019-03-20 00:00:00", "programCode": ["006:045"], "publisher": {"@type": "org:Organization", "name": "National Institute of Standards and Technology"}, "references": ["https://doi.org/10.6028/NIST.TN.2038"], "theme": ["Fire:Structural fire resistance"], "title": "Data from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 2"}