Reliability of Tie Bar Concrete-Filled Steel Tubular Stub Columns Under Axial Compression
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00812-w.pdf
Reference84 articles.
1. Somma G, Vit M (2022) Evaluation of the bond stress transfer mechanism in CFSTs. International Journal of Civil Engineering. https://doi.org/10.1007/s40999-022-00769-2
2. Song H, Liu J-P, Yang Y-L, Chen Y-F (2019) Study on mechanical behavior of integrated multi-cell concrete-filled steel tubular stub columns under concentric compression. International Journal of Civil Engineering 17(3A):361–376
3. Dey P, Gupta RK, A. l. Laskar, (2019) “Numerical and experimental investigations of different cross-sectional configuration of plain concrete and CFST short columns under axial compression. International Journal of Civil Engineering 17(10A):1585–1601
4. Zhan Y-L, Zhang L, Zhao R-D, Zhang Q, Duan Z-Q, He J-L (2019) Theoretical and experimental study on the bond-slip relationship in prestressed CFST beams. International Journal of Civil Engineering 17(5A):629–643
5. Xu L-H, Zhou P-H, Chi Y, Huang L, Ye J-Q, Yu M (2018) Performance of the high-strength self-stressing and self-compacting concrete-filled steel tube columns subjected to the uniaxial compression. International Journal of Civil Engineering 16(9A):1069–1083
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