Antonio Aznar
- Damage tolerance of the prestressing steel in a bridge stay-cable after thirty years of service in a graded, extremely adverse environment. In: Construction and Building Materials, v. 285 (May 2021). (2021):
- Failure cause of bridge tie-down cables after 30 years of service. In: Procedia Structural Integrity, v. 28 ( 2020). (2020):
- (2019): Displacements Needed for collapse in Masonry Arches. Presented at: IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019.
- (2014): Criterios para el refuerzo de estructuras metálicas: Rehabilitación del "Círculo de Bellas Artes" y la "Casa Encendida". In: Revista Ingeniería de Construcción, v. 29, n. 2 (August 2014).
- (2014): Linear programming as a tool to study the stability of masonry arch bridges. Presented at: IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014.
- (2014): An alternative beam-to-column connection in building structures. Presented at: IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014.