Data from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase I
Six 2.7 m by 3.7 m shear wall specimens were fabricated consisting of 150 mm wide CFS framing sheathed on one side with sheet steel adhered to Type X gypsum board and on the opposite side with Type X gypsum board. The specimens were subjected sequentially to varied combinations of mechanical (shear) deformation and thermal (fire) loading. Specimen 1 (CFS01) was used to establish the monotonic 'pushover' load-displacement capacity of the wall system and subsequently to shake down the fire test setup. Specimen 2 (CFS02) was loaded by symmetric-amplitude reverse-cyclic shear deformation to destruction (defined here as 2.8 % drift ratio) to establish the cyclic load-displacement response. Specimen 3 and 4 (CFS03 and CFS04) were cycled to deformations just before and after the peak load was achieved, respectively, burned for 13 min and 20 s and then cycling was continued until destruction of the wall. For Specimen 5 (CFS05), an undamaged wall was exposed to fire for 13 min and 20 s and then cycled to destruction. Specimen 6 (CFS06) was tested similarly to Specimen 3, however, the burn duration was doubled. The datasets include measured force, displacement and temperature data, as well as select videos.
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DOI Access for Influence of FIre on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 1
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| @type | dcat:Dataset |
|---|---|
| accessLevel | public |
| accrualPeriodicity | irregular |
| bureauCode |
[ "006:55" ] |
| contactPoint |
{ "fn": "Matthew Hoehler", "hasEmail": "mailto:matthew.hoehler@nist.gov" } |
| description | Six 2.7 m by 3.7 m shear wall specimens were fabricated consisting of 150 mm wide CFS framing sheathed on one side with sheet steel adhered to Type X gypsum board and on the opposite side with Type X gypsum board. The specimens were subjected sequentially to varied combinations of mechanical (shear) deformation and thermal (fire) loading. Specimen 1 (CFS01) was used to establish the monotonic 'pushover' load-displacement capacity of the wall system and subsequently to shake down the fire test setup. Specimen 2 (CFS02) was loaded by symmetric-amplitude reverse-cyclic shear deformation to destruction (defined here as 2.8 % drift ratio) to establish the cyclic load-displacement response. Specimen 3 and 4 (CFS03 and CFS04) were cycled to deformations just before and after the peak load was achieved, respectively, burned for 13 min and 20 s and then cycling was continued until destruction of the wall. For Specimen 5 (CFS05), an undamaged wall was exposed to fire for 13 min and 20 s and then cycled to destruction. Specimen 6 (CFS06) was tested similarly to Specimen 3, however, the burn duration was doubled. The datasets include measured force, displacement and temperature data, as well as select videos. |
| distribution |
[ { "title": "DOI Access for Influence of FIre on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 1", "format": "text/html", "accessURL": "https://doi.org/10.18434/T4/1422515", "description": "DOI Access for Influence of FIre on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase 1" } ] |
| identifier | 41709F592F4059B4E0531A570681F8C01510 |
| keyword |
[ "cold-formed steel; shear walls; earthquake; fire; fire following earthquake" ] |
| landingPage | https://data.nist.gov/od/id/41709F592F4059B4E0531A570681F8C01510 |
| language |
[ "en" ] |
| license | https://www.nist.gov/open/license |
| modified | 2018-02-22 00:00:00 |
| programCode |
[ "006:045" ] |
| publisher |
{ "name": "National Institute of Standards and Technology", "@type": "org:Organization" } |
| references |
[ "https://dx.doi.org/10.6028/NIST.IR.8160" ] |
| theme |
[ "Buildings and Construction:Building materials", "Buildings and Construction:Structural engineering", "Fire:Structural fire resistance" ] |
| title | Data from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase I |
