A Fuzzy Interface System to Predict Ultimate Strength of Circular Concrete Filled Steel Tubular Columns
In this study, a model for predicting the ultimate strength of circular concrete filled steel tubular columns (CCFST) under axial loads has been developed using fuzzy inference system (FIS). The available experimental results for (129) specimens obtained from open literature were used to build the p...
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| Format: | Article |
| Language: | English |
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Unviversity of Technology- Iraq
2012-01-01
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| Series: | Engineering and Technology Journal |
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| Online Access: | https://etj.uotechnology.edu.iq/article_25871_2d90bd18d350360ef6df6d69fa9a290a.pdf |