Data from Fire Resilience of a Steel-Concrete Composite Floor System: Full-Scale Experimental Evaluation for Influence of Slab Reinforcement (Test #1)
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.
Complete Metadata
| @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 |
[
{
"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)",
"accessURL": "https://doi.org/10.18434/mds2-2484"
},
{
"title": "NFRL Composite Floor Test Phase 2 Test #1",
"mediaType": "application/x-zip-compressed",
"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"
},
{
"title": "SHA256 File for NFRL Composite Floor Test Phase 2 Test #1",
"mediaType": "text/plain",
"downloadURL": "https://data.nist.gov/od/ds/mds2-2484/NFRL_CompositeFloorTest_No1.zip.sha256"
}
]
|
| 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 |
{
"name": "National Institute of Standards and Technology",
"@type": "org:Organization"
}
|
| 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) |
