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- W2385002014 abstract "The load-carrying capacity on or after exposuring to standard fire of concrete-filled double steel tubular short columns are studied in this paper.By selecting suitable thermal properties of steel and concrete,the temperature-time curve of the cross section and the temperature distribution of column exposed to the ISO834 standard fire is obtained.Based on the simulation results,the numerical computation of concrete-filled double steel tubular columns subject to axial compression is done by considering suitable stress-strain relationship of steel and concrete on or after fire.The analysis results show that the highest temperature and the diameter of inner steel tube are the primary inference factors of the fire resistance capacity." @default.
- W2385002014 created "2016-06-24" @default.
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- W2385002014 date "2011-01-01" @default.
- W2385002014 modified "2023-09-25" @default.
- W2385002014 title "Study on Load-Carrying Capacity on or after Exposuring to Standard Fire of Concrete-Filled Double Steel Tubular Columns" @default.
- W2385002014 hasPublicationYear "2011" @default.
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