Cite
An Analytical Solution for Lateral-Torsional Buckling Resistance of Perforated Cold-Formed Steel Channel Beams with Circular Holes in Web.
MLA
Yu, Nan-Ting, et al. “An Analytical Solution for Lateral-Torsional Buckling Resistance of Perforated Cold-Formed Steel Channel Beams with Circular Holes in Web.” International Journal of Structural Stability & Dynamics, vol. 22, no. 16, Dec. 2022, pp. 1–21. EBSCOhost, https://doi.org/10.1142/S0219455422501887.
APA
Yu, N.-T., Huang, X.-H., Xu, X.-H., Chen, Z.-M., & Yuan, W.-B. (2022). An Analytical Solution for Lateral-Torsional Buckling Resistance of Perforated Cold-Formed Steel Channel Beams with Circular Holes in Web. International Journal of Structural Stability & Dynamics, 22(16), 1–21. https://doi.org/10.1142/S0219455422501887
Chicago
Yu, Nan-Ting, Xu-Hao Huang, Xing-Hao Xu, Ze-Min Chen, and Wei-Bin Yuan. 2022. “An Analytical Solution for Lateral-Torsional Buckling Resistance of Perforated Cold-Formed Steel Channel Beams with Circular Holes in Web.” International Journal of Structural Stability & Dynamics 22 (16): 1–21. doi:10.1142/S0219455422501887.