Boyan Mihaylov 
- (2024): Shear Behaviour of Full-Scale Squat Shear Walls with and without Precast Pre-walls. Dans: Journal of Advanced Concrete Technology, v. 22, n. 2 (17 février 2024).
- (2023): Fatigue behavior of deep concrete beams with critical shear cracks. Dans: Structural Concrete, v. 24, n. 6 (2 novembre 2023).
- (2022): Simplified Three-Parameter Kinematic Theory for Shear Strength of Short Reinforced Concrete Walls. Dans: Journal of Advanced Concrete Technology, v. 20, n. 8 (12 août 2022).
- (2021): Design and assessment with strut-and-tie models and stress fields: from simple calculations to detailed numerical analysis.. fédération internationale du béton (fib), Lausanne (Suisse), ISBN 978-2-88394-151-9.
- (2022): Kinematics-based model for complete behavior of RC dapped-end connections failing along a re-entrant corner crack. Présenté pendant: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022.
- (2022): Effect of steel fibers on the ultimate flexural behavior of dapped-end connections. Dans: Engineering Structures, v. 259 (mai 2022).
- (2022): Investigation of shear and flexural failures of dapped-end connections with orthogonal reinforcement. Dans: Engineering Structures, v. 260 (juin 2022).
- (2021): Effect of Axial Restraint and Loading History on the Behavior of Short Reinforced Concrete Coupling Beams. Dans: ACI Structural Journal, v. 118, n. 4 (1 juillet 2021).
- (2021): A force‐based fiber beam‐column element to predict moment‐axial ‐shear interaction of reinforced concrete frames. Dans: Structural Concrete, v. 22, n. 4 (juin 2021).
- (2021): Assessment of Failure along Re-Entrant Corner Cracks in Existing RC Dapped-End Connections. Dans: Structural Engineering International, v. 31, n. 2 (avril 2021).
- (2021): A simplified kinematic approach for the shear strength of fiber-reinforced concrete deep beams. Dans: Structural Concrete, v. 22, n. 1 (février 2021).
- (2020): Shear strength of RC deep beams with web openings based on two‐parameter kinematic theory. Dans: Structural Concrete, v. 21, n. 1 (février 2020).
- (2020): Two‐parameter kinematic approach for complete shear behavior of deep FRC beams. Dans: Structural Concrete, v. 21, n. 1 (février 2020).
- (2019): Kinematic-Based Modeling of Shear-Dominated Concrete Walls with Rectangular and Barbell Sections. Dans: Journal of Earthquake Engineering, v. 25, n. 7 (mars 2019).
- (2019): A kinematics-based approach for the shear strength of short fibre-reinforced concrete coupling beams. Dans: Engineering Structures, v. 182 (mars 2019).
- (2015): Five-spring model for complete shear behaviour of deep beams. Dans: Structural Concrete, v. 16, n. 1 (mars 2015).
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