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Fire Resilience of a Full-Scale Steel-Concrete Composite Floor System with 2-Hour Fire-Resistance Designed Using U.S. Prescriptive Approach - Experiment Overview

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Steel-Concrete Composite Floor (Test #1)

This video shows a time-lapse of a structural-fire experiment conducted at the National Fire Research Laboratory (NFRL). The test structure is a two-story, two-bays by three-bays gravity frame with a story height of 3.3 m. The test bay (at the center of the building) measures 6.1 m by 9.1 m and is hydraulically loaded to service gravity loads. The fire is produced by natural gas-fueled burners with a total maximum capacity of 16 megawatts. A standard fire-resistance test time-temperature curve is used to generate baseline data for current U.S. practice. For more information and other videos, please visit the project website.

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September 28, 2021

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Fire

Fire Resilience of a Full-Scale Steel-Concrete Composite Floor System with 2-Hour Fire-Resistance Designed Using U.S. Prescriptive Approach - Experiment Overview

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