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      "tag": "Buildings and Construction: Structural engineering"
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      "tag": "Fire:Structural fire resistance"
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      "@id": "#ref:10.6028/NIST.IR.8160",
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      "title": "Influence of fire on the lateral load capacity of steel-sheathed cold-formed steel shear walls - report of test",
      "issued": "2016-12",
      "citation": "Hoehler, M. S., & Smith, C. M. (2016). Influence of fire on the lateral load capacity of steel-sheathed cold-formed steel shear walls - report of test. https://doi.org/10.6028/nist.ir.8160\n"
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  "title": "Data from Influence of Fire on the Lateral Resistance of Cold-Formed Steel Shear Walls - Phase I",
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    "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.",
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