{
  "@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)"
}