Vargas-Colorado, A.; Barradas-Hernández, J.E.; Carpio, F.; Márquez-DomÃnguez, S.; Salgado-Estrada, R.; Aguilar-Melendez, A.
Effective Stiffness and Seismic Response Modification Models Recommended for Cantilever Circular Columns of RC Bridges, Second Part: Collapse Prevention Limit State. Buildings 2023, 13, 2423.
https://doi.org/10.3390/buildings13102423
AMA Style
Vargas-Colorado A, Barradas-Hernández JE, Carpio F, Márquez-DomÃnguez S, Salgado-Estrada R, Aguilar-Melendez A.
Effective Stiffness and Seismic Response Modification Models Recommended for Cantilever Circular Columns of RC Bridges, Second Part: Collapse Prevention Limit State. Buildings. 2023; 13(10):2423.
https://doi.org/10.3390/buildings13102423
Chicago/Turabian Style
Vargas-Colorado, Alejandro, José E. Barradas-Hernández, Franco Carpio, Sergio Márquez-DomÃnguez, Rolando Salgado-Estrada, and Armando Aguilar-Melendez.
2023. "Effective Stiffness and Seismic Response Modification Models Recommended for Cantilever Circular Columns of RC Bridges, Second Part: Collapse Prevention Limit State" Buildings 13, no. 10: 2423.
https://doi.org/10.3390/buildings13102423
APA Style
Vargas-Colorado, A., Barradas-Hernández, J. E., Carpio, F., Márquez-DomÃnguez, S., Salgado-Estrada, R., & Aguilar-Melendez, A.
(2023). Effective Stiffness and Seismic Response Modification Models Recommended for Cantilever Circular Columns of RC Bridges, Second Part: Collapse Prevention Limit State. Buildings, 13(10), 2423.
https://doi.org/10.3390/buildings13102423
