Cite
Bi-directional wind-induced vibration control of high-rise buildings using bi-directional rail variable friction pendulum-tuned mass damper.
MLA
Xiang, Yue, et al. “Bi-Directional Wind-Induced Vibration Control of High-Rise Buildings Using Bi-Directional Rail Variable Friction Pendulum-Tuned Mass Damper.” Engineering Structures, vol. 303, Mar. 2024, p. N.PAG. EBSCOhost, https://doi.org/10.1016/j.engstruct.2024.117557.
APA
Xiang, Y., Tan, P., Wu, J., He, H., Shang, J., Yang, K., & Zheng, Z. (2024). Bi-directional wind-induced vibration control of high-rise buildings using bi-directional rail variable friction pendulum-tuned mass damper. Engineering Structures, 303, N.PAG. https://doi.org/10.1016/j.engstruct.2024.117557
Chicago
Xiang, Yue, Ping Tan, Jiurong Wu, Hui He, Jiying Shang, Kui Yang, and Zhuopeng Zheng. 2024. “Bi-Directional Wind-Induced Vibration Control of High-Rise Buildings Using Bi-Directional Rail Variable Friction Pendulum-Tuned Mass Damper.” Engineering Structures 303 (March): N.PAG. doi:10.1016/j.engstruct.2024.117557.