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Fire Resilience of a Steel-Concrete Composite Floor System: Full-Scale Experimental Evaluation for Influence of Slab Reinforcement (Test #2) - Top of Slab Center View

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Steel-Concrete Composite Floor (Test #2)

This video shows a time-lapse of a structural-fire experiment conducted at the National Fire Research Laboratory (NFRL) from the center top of slab camera. 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. [no audio]

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August 4, 2022

Fire Resilience of a Steel-Concrete Composite Floor System: Full-Scale Experimental Evaluation for Influence of Slab Reinforcement (Test #2) - Top of Slab Center View

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