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- W2383535679 abstract "This paper studies the performance of two full-scale one-story,one-bay H-section steel frames in fire.3400mm-long steel beams,3200mm-long steel columns and 1000mm-wide concrete slabs are used in the experiment.Fire condition which may have influence on the performance of H-section steel frames in fire is examined.Based on the test results,the regularities of temperature field of steel beams,concrete slabs and steel columns and deflection of steel frames are presented.The test results reveal that temperature differs at the section of steel beams because of the concrete slabs.Compressive buckling is located in the steel columns below the protected steel joint when both steel beams and steel columns are in fire.Conclusion of this paper may provides a reference for further research of fire-proof behavior of steel structures." @default.
- W2383535679 created "2016-06-24" @default.
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- W2383535679 date "2006-01-01" @default.
- W2383535679 modified "2023-09-24" @default.
- W2383535679 title "Experimental study on fire-proof behavior of one-story,one-bay steel frame" @default.
- W2383535679 hasPublicationYear "2006" @default.
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