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- W3048417811 abstract "Concrete-filled steel tubular columns have increased enormous in ongoing decades because of various basic advantages particularly in developed nations like China, Japan, U.S.A, and Britain. Steel tubes which are filled with concrete are composite members consists steel tube filled with concrete materials. In the zones exceptionally presented to seismic tremors, concrete-filled steel tube columns (CFSTCs) are known to give predominant auxiliary perspectives, for example, (i) good stability in earthquake condition (ii) high ductility, (iii) increased energy absorption, (iv) confining pressure to concrete, (v) section modulus is good, etc. Numerous studies were reported on behavior of CFSTCs under axial compression loadings. Concrete filled steel tubular (CFST) element takes the advantages of both steel and concrete. Self compacting concrete filled steel tube columns are tested for ultimate load capacity at ambient and elevated temperature by previous researchers have been verified by ANOVA approach and Fuzzy logic which are tools in Matlab-R2018b is presented in this paper. After careful study of literature, 150 comprehensive experimental data at ambient temperature and 13 experimental data at elevated temperatures are introduced in the past investigations were inspected to set up an informational collection and the reliant factors, for example, geometrical and mechanical properties of roundabout CFST framework have been distinguished. Legitimate consideration has been taken to such an extent that the info information comprises of all scopes of factors. From the investigations, it is noticed that ultimate compressive strength of CFSTCs which is predicted is found to match with corresponding experimental observations of literatures." @default.
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- W3048417811 date "2020-08-01" @default.
- W3048417811 modified "2023-09-23" @default.
- W3048417811 title "Prediction of Self Compacting Concrete Filled Steel Tube Columns at Ambient and Elevated Temperatures using ANOVA and Fuzzy Logic" @default.
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