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Data from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 2
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.
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DOI Access to Dataset from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 2
FILE
Complete Metadata
| @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 |
[
{
"title": "DOI Access to Dataset from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 2",
"accessURL": "https://doi.org/10.18434/M32041"
}
]
|
| 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 |
{
"name": "National Institute of Standards and Technology",
"@type": "org:Organization"
}
|
| 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 |
