Boyan Mihaylov 
- : Comprehensive approach for examining shear‐critical RC walls using detailed experimental measurements. In: Structural Concrete.
- (2024): Shear Behaviour of Full-Scale Squat Shear Walls with and without Precast Pre-walls. In: Journal of Advanced Concrete Technology, v. 22, n. 2 (17 Februar 2024).
- (2023): Fatigue behavior of deep concrete beams with critical shear cracks. In: Structural Concrete, v. 24, n. 6 (2 November 2023).
- (2022): Simplified Three-Parameter Kinematic Theory for Shear Strength of Short Reinforced Concrete Walls. In: Journal of Advanced Concrete Technology, v. 20, n. 8 (12 August 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 (Schweiz), 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. Vorgetragen bei: 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. In: Engineering Structures, v. 259 (Mai 2022).
- (2022): Investigation of shear and flexural failures of dapped-end connections with orthogonal reinforcement. In: Engineering Structures, v. 260 (Juni 2022).
- (2021): Effect of Axial Restraint and Loading History on the Behavior of Short Reinforced Concrete Coupling Beams. In: ACI Structural Journal, v. 118, n. 4 (1 Juli 2021).
- (2021): A force‐based fiber beam‐column element to predict moment‐axial ‐shear interaction of reinforced concrete frames. In: Structural Concrete, v. 22, n. 4 (Juni 2021).
- (2021): Assessment of Failure along Re-Entrant Corner Cracks in Existing RC Dapped-End Connections. In: Structural Engineering International, v. 31, n. 2 (April 2021).
- (2021): A simplified kinematic approach for the shear strength of fiber-reinforced concrete deep beams. In: Structural Concrete, v. 22, n. 1 (Februar 2021).
- (2020): Shear strength of RC deep beams with web openings based on two‐parameter kinematic theory. In: Structural Concrete, v. 21, n. 1 (Februar 2020).
- (2020): Two‐parameter kinematic approach for complete shear behavior of deep FRC beams. In: Structural Concrete, v. 21, n. 1 (Februar 2020).
- (2019): Kinematic-Based Modeling of Shear-Dominated Concrete Walls with Rectangular and Barbell Sections. In: Journal of Earthquake Engineering, v. 25, n. 7 (März 2019).
- (2019): A kinematics-based approach for the shear strength of short fibre-reinforced concrete coupling beams. In: Engineering Structures, v. 182 (März 2019).
- (2015): Five-spring model for complete shear behaviour of deep beams. In: Structural Concrete, v. 16, n. 1 (März 2015).
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