Cite
Seismic Behavior of Composite Columns with High-Strength Concrete-Filled Steel Tube Flanges and Honeycomb Steel Webs Subjected to Freeze-Thaw Cycles.
MLA
Ji, Jing, et al. “Seismic Behavior of Composite Columns with High-Strength Concrete-Filled Steel Tube Flanges and Honeycomb Steel Webs Subjected to Freeze-Thaw Cycles.” Buildings (2075-5309), vol. 14, no. 9, Sept. 2024, p. 2640. EBSCOhost, https://doi.org/10.3390/buildings14092640.
APA
Ji, J., Yang, H., Jiang, L., Yuan, C., Liu, Y., Zhang, Y., Hou, X., Zhang, Z., & Chu, X. (2024). Seismic Behavior of Composite Columns with High-Strength Concrete-Filled Steel Tube Flanges and Honeycomb Steel Webs Subjected to Freeze-Thaw Cycles. Buildings (2075-5309), 14(9), 2640. https://doi.org/10.3390/buildings14092640
Chicago
Ji, Jing, Hengfei Yang, Liangqin Jiang, Chaoqing Yuan, Yingchun Liu, Yu Zhang, Xiaomeng Hou, Zhanbin Zhang, and Xuan Chu. 2024. “Seismic Behavior of Composite Columns with High-Strength Concrete-Filled Steel Tube Flanges and Honeycomb Steel Webs Subjected to Freeze-Thaw Cycles.” Buildings (2075-5309) 14 (9): 2640. doi:10.3390/buildings14092640.