Analytical Formula for Load-Carrying Capacity of Eccentrically Loaded CFDT Columns and Performance Comparison with CFST Columns Under Seismic Loads
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-023-01114-w.pdf
Reference52 articles.
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2. Al-Ani YR (2018) Finite element study to address the axial capacity of the circular concrete-filled steel tubular stub columns. Thin-Walled Struct 126:2–15
3. Asteris PG et al (2021) Evaluation of the ultimate eccentric load of rectangular CFSTs using advanced neural network modeling. Eng Struct 248:113297
4. Chaudhari S, Chakrabarti M (2012) Modeling of concrete for nonlinear analysis using finite element code ABAQUS. Int J Comput Appl 44(7):14–18. https://doi.org/10.5120/6274-8437
5. Deng J et al (2017) Study on axial compressive capacity of FRP-confined concrete-filled steel tubes and its comparisons with other composite structural systems. Int J Polym Sc. https://doi.org/10.1155/2017/6272754
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