Miguel Fernández Ruiz 
- (2024): Verification of shear failures of cantilever bridge deck slabs subjected to concentrated loads. In: Engineering Structures, v. 303 (March 2024).
- (2023): Sustainability in construction: The urgent need for a new ethics. In: Structural Concrete, v. 24, n. 2 (April 2023).
- : Stress fields and strut-and-tie models as a basic tool for design and verification in second generation of Eurocode 2. In: Hormigón y acero.
- (2018): Towards a rational understanding of shear in beams and slabs. fédération internationale du béton (fib), Lausanne (Switzerland), ISBN 9782883941250.
- (2020): Tensile response of textile reinforced concrete. In: Construction and Building Materials, v. 258 (October 2020).
- (2020): Textile reinforced concrete for sustainable structures: Future perspectives and application to a prototype pavilion. In: Structural Concrete, v. 21, n. 6 (December 2020).
- (2016): Performance of Punching Shear Reinforcement under Gravity Loading: Influence of Type and Detailing. In: ACI Structural Journal, v. 113, n. 4 (July 2016).
- (2016): Study on Influence of Column Size and Slab Slenderness on Punching Strength. In: ACI Structural Journal, v. 113, n. 1 (January 2016).
- (2016): Strength of reinforced concrete footings without transverse reinforcement according to limit analysis. In: Engineering Structures, v. 112 (April 2016).
- (2018): Validation of the Critical Shear Crack Theory for punching of slabs without transverse reinforcement by means of a refined mechanical model. In: Structural Concrete, v. 19, n. 1 (February 2018).
- (2018): theoretical principles of the critical shear crack theory for punching shear failures and derivation of consistent closed-form design expressions. In: Structural Concrete, v. 19, n. 1 (February 2018).
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