A Theoretical Calculation Model of H-Section Steel Members for Biaxial Bending Moments
Author:
Funder
National Natural Science Foundation of China
Excellent Youth Cultivation Program of Shanxi Basic Research Plan
Shanxi Provincial Basic Research Program
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13296-024-00807-w.pdf
Reference22 articles.
1. Baptista, A. M. (2012). Resistance of steel I-sections under axial force and biaxial bending. Journal of Constructional Steel Research, 72, 1–11. https://doi.org/10.1016/j.jcsr.2011.07.013
2. Baptista, A. M., & Muzeau, J.-P. (2006). Analytical formulation of the elastic–plastic behaviour of bi-symmetrical steel shapes. Journal of Constructional Steel Research, 62(9), 872–884. https://doi.org/10.1016/j.jcsr.2006.01.001
3. Cheng, X., Chen, Y., Niu, L., & Nethercot, D. A. (2018). Experimental study on H-section steel beam-columns under cyclic biaxial bending considering the effect of local buckling. Engineering Structures, 174, 826–839. https://doi.org/10.1016/j.engstruct.2018.08.001
4. Cheng, X., Du, H., Shi, X., & Mansour, M. (2023). Ultimate biaxial bending resistance of H-section steel members under different loading paths. Journal of Constructional Steel Research, 200, 107678. https://doi.org/10.1016/j.jcsr.2022.107678
5. Cheng, X., Wang, X., Zhang, C., & Duan, D. (2021). Study on ultimate capacity of steel H-section members under combined biaxial bending and axial force. International Journal of Steel Structures, 21(5), 1804–1822. https://doi.org/10.1007/s13296-021-00536-4
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