Xu, X.; Li, Y.; Huang, W.; Chen, D.; Zhang, C.; Shi, W.
Fatigue Design of Steel Bridge Deck Asphalt Pavement Based on Nonlinear Damage Accumulation Theory. Appl. Sci. 2021, 11, 5668.
https://doi.org/10.3390/app11125668
AMA Style
Xu X, Li Y, Huang W, Chen D, Zhang C, Shi W.
Fatigue Design of Steel Bridge Deck Asphalt Pavement Based on Nonlinear Damage Accumulation Theory. Applied Sciences. 2021; 11(12):5668.
https://doi.org/10.3390/app11125668
Chicago/Turabian Style
Xu, Xunqian, Yu Li, Wei Huang, Dakai Chen, Chen Zhang, and Wenkang Shi.
2021. "Fatigue Design of Steel Bridge Deck Asphalt Pavement Based on Nonlinear Damage Accumulation Theory" Applied Sciences 11, no. 12: 5668.
https://doi.org/10.3390/app11125668
APA Style
Xu, X., Li, Y., Huang, W., Chen, D., Zhang, C., & Shi, W.
(2021). Fatigue Design of Steel Bridge Deck Asphalt Pavement Based on Nonlinear Damage Accumulation Theory. Applied Sciences, 11(12), 5668.
https://doi.org/10.3390/app11125668