{"@type": "dcat:Dataset", "accessLevel": "public", "bureauCode": ["006:55"], "contactPoint": {"fn": "Selvarajah Ramesh", "hasEmail": "mailto:selvarajah.ramesh@nist.gov"}, "description": "The compartment fire test was conducted on the 9.1 m x 6.1 m steel-concrete composite floor, located in the south-central bay of the two-story steel gravity frame two bays by three bays in plan. The test floor assembly was designed and constructed to achieve a 2-hour fire-resistance rating per American Society for Testing and Materials (ASTM) standard E119. The fire-exposed composite slab was reinforced with the steel wire mesh mat (60 mm2/m) equivalent to the minimum code-prescribed steel reinforcement for shrinkage and temperature crack control under normal conditions. The fire exposure condition was created using natural gas burners to mimic a standard temperature-time relationship in the upper layer of the test compartment. During fire exposure, the heated floor assembly was subjected to a mechanical load of 2.7 kPa, determined from the gravity load combination for extraordinary events as permitted by the applicable building code. This is the dataset from the first (Test #1) of four compartment fire tests conducted as part of the research project \"Measurement of Structural Performance in Fire: Steel-Concrete Composite Floor Systems Subject to Fire Phase 2\" under the National Institute of Standards and Technology (NIST) Engineering Laboratory's Fire Risk Reduction in Buildings Program.", "distribution": [{"accessURL": "https://doi.org/10.18434/mds2-2484", "title": "DOI Access for Fire Resilience of a Steel-Concrete Composite Floor System: Full-Scale Experimental Evaluation for U.S. Prescriptive Approach with a 2-Hour Fire-Resistance Rating (Test #1)"}, {"description": "This is the dataset from the first (Test #1) of four compartment fire tests conducted as part of the project ?Measurement of Structural Performance in Fire: Steel-Concrete Composite Floor Systems Subject to Fire ? Phase 2? under the National Institute of Standards and Technology (NIST) Engineering Laboratory?s Fire Risk Reduction in Buildings Program.", "downloadURL": "https://data.nist.gov/od/ds/mds2-2484/NFRL_CompositeFloorTest_No1.zip", "mediaType": "application/x-zip-compressed", "title": "NFRL Composite Floor Test Phase 2 Test #1"}, {"downloadURL": "https://data.nist.gov/od/ds/mds2-2484/NFRL_CompositeFloorTest_No1.zip.sha256", "mediaType": "text/plain", "title": "SHA256 File for NFRL Composite Floor Test Phase 2 Test #1"}], "identifier": "ark:/88434/mds2-2484", "issued": "2021-10-26", "keyword": ["composite floor", "fire", "fire resistance", "passive fire protection", "shear connection", "steel beam", "steel building"], "landingPage": "https://data.nist.gov/od/id/mds2-2484", "language": ["en"], "license": "https://www.nist.gov/open/license", "modified": "2021-10-04 00:00:00", "programCode": ["006:045"], "publisher": {"@type": "org:Organization", "name": "National Institute of Standards and Technology"}, "references": ["https://doi.org/10.14264/e6af102", "https://doi.org/10.6028/NIST.TN.2165"], "theme": ["Fire:Structural fire resistance"], "title": "Data from Fire Resilience of a Steel-Concrete Composite Floor System: Full-Scale Experimental Evaluation for Influence of Slab Reinforcement (Test #1)"}