Luo, H.; She, Q.; Li, B.; Wu, W.; Pan, Y.; Yang, C.
Shear Lag Effect in Steel-UHPC Composite Girders of Cable-Stayed Bridges Considering Slip Under Asymmetric Axial Loading. Buildings 2025, 15, 2945.
https://doi.org/10.3390/buildings15162945
AMA Style
Luo H, She Q, Li B, Wu W, Pan Y, Yang C.
Shear Lag Effect in Steel-UHPC Composite Girders of Cable-Stayed Bridges Considering Slip Under Asymmetric Axial Loading. Buildings. 2025; 15(16):2945.
https://doi.org/10.3390/buildings15162945
Chicago/Turabian Style
Luo, Hua, Qincong She, Bin Li, Wan Wu, Yahua Pan, and Chen Yang.
2025. "Shear Lag Effect in Steel-UHPC Composite Girders of Cable-Stayed Bridges Considering Slip Under Asymmetric Axial Loading" Buildings 15, no. 16: 2945.
https://doi.org/10.3390/buildings15162945
APA Style
Luo, H., She, Q., Li, B., Wu, W., Pan, Y., & Yang, C.
(2025). Shear Lag Effect in Steel-UHPC Composite Girders of Cable-Stayed Bridges Considering Slip Under Asymmetric Axial Loading. Buildings, 15(16), 2945.
https://doi.org/10.3390/buildings15162945