  | Trandafir, A., Ernens, G., & Mihaylov, B. (26 July 2023). Crack-Based Evaluation of Internally FRP-Reinforced Concrete Deep Beams without Shear Reinforcement. Journal of Composites for Construction, 27 (5). doi:10.1061/JCCOF2.CCENG-4232  Peer Reviewed verified by ORBi |
 | Trandafir, A., & Mihaylov, B. (2023). Crack-based modeling of FRP-reinforced deep beams without transverse reinforcement. In Building for the Future: Durable, Sustainable, Resilient. Switzerland: Springer Nature. Peer reviewed |
 | Trandafir, A., Proestos, G. T., & Mihaylov, B. (08 September 2022). Detailed crack-based assessment of a 4-m deep beam test specimen. Structural Concrete, 24 (1), 756 - 770. doi:10.1002/suco.202200149 Peer Reviewed verified by ORBi |
 | Park, J., Trandafir, A., Stathas, N., Strepelias, E., Palios, X., Kwon, O.-S., Mihaylov, B., & Bousias, S. (2022). Hybrid Simulation Testing of Coupling Beams. In Springer Proceedings in Earth and Environmental Sciences (pp. 417–432). Springer Nature. doi:10.1007/978-3-031-15104-0_25 Peer reviewed |
 | Trandafir, A., Proestos, G. T., & Mihaylov, B. (2022). Crack-Based Assessment of a 4-meter Deep Beam Test. In Concrete Innovation for Sustainability. Oslo, Norway: Novus Press. Peer reviewed |
 | Mihaylov, B. (10 June 2022). Crack-Based Assessment and Strengthening of Concrete Structures [Paper presentation]. The Sixth International Nigel Priestley Seminar, Pavia, Italy. |
 | Rajapakse Mudiyanselage, C. M., Degée, H., & Mihaylov, B. (01 June 2022). Investigation of shear and flexural failures of dapped-end connections with orthogonal reinforcement. Engineering Structures, 260, 114233. doi:10.1016/j.engstruct.2022.114233 Peer Reviewed verified by ORBi |
 | Fathalla, E., Rajapakse, R. M. C. M., & Mihaylov, B. (June 2022). Modeling the shear behavior of deep beams strengthened with FRP sheets. Engineering Structures, 260, 114232. doi:10.1016/j.engstruct.2022.114232 Peer Reviewed verified by ORBi |
 | Mihaylov, B. (27 May 2022). Crack-Based Assessment and Retrofit of Concrete Members based on First Principles [Paper presentation]. Research Seminar at the University of Cambridge (online). |
 | Rajapakse Mudiyanselage, C. M., Degée, H., & Mihaylov, B. (2022). A kinematics-based model for complete behaviour of RC dapped‑end connections governed by re‑entrant corner cracks. In Challenges for existing and oncoming structures. Zurich, Switzerland: IABSE. Peer reviewed |
 | Mihaylov, B., Rajapakse Mudiyanselage, C. M., & Berger, P.-H. (15 May 2022). Effect of steel fibers on the ultimate flexural behavior of dapped-end connections. Engineering Structures, 259, 114147. doi:10.1016/j.engstruct.2022.114147 Peer Reviewed verified by ORBi |
 | Palipana, D., Trandafir, A., Mihaylov, B., & Proestos, G. (01 May 2022). Framework for Quantification of Shear-Transfer Mechanisms from Deep Beam Experiments. ACI Structural Journal, 119 (3). doi:10.14359/51734485 Peer Reviewed verified by ORBi |
 | Mihaylov, B., & Bousias, S. (01 April 2022). Applicability of Strut-and-Tie and Stress Field Models to Seismic Design [Paper presentation]. International Webinar Workshop of fib Working Party WP 2.2.4. |
 | Franssen, R., Guner, S., & Mihaylov, B. (28 March 2022). Numerical Modeling of UHPC Bridge Elements Including Strain-Hardening and -Softening Behaviors [Paper presentation]. American Concrete Institute Spring 2022 Convention. Editorial reviewed |
 | Trandafir, A., Palipana, D. K., Proestos, G. T., & Mihaylov, B. (2022). Framework for Crack-Based Assessment of Existing Lightly Reinforced Concrete Deep Members. ACI Structural Journal, 119 (1), 255 - 266. doi:10.14359/51733143 Peer Reviewed verified by ORBi |
 | Trandafir, A., & Mihaylov, B. (2022). Kinematics-Based Modelling of Shear Critical Coupling Beams with and without FRP Strengthening. In Proceedings of the Third European Conference on Earthquake Engineering and Seismology – 3ECEES. Bucharest, Romania: CONSPRESS. Peer reviewed |
Lourenço, M. S., Fernández Ruiz, M., Blaauwendraad, J., Bousias, S., Cao Hoang, L., Mata-Falcón, J., Meléndez, C., Mihaylov, B., Pedrosa Ferreira, M., & Viúla Faria, D. (2021). Design and assessment with strut-and-tie models and stress fields: from simple calculations to detailed numerical analysis. Lausanne, Switzerland: International Federation for Structural Concrete (fib). Peer reviewed |
 | Mihaylov, B. (09 July 2021). Crack-Based Assessment of Dapped-End Connections [Paper presentation]. Research Seminar of fib Working Party WP 2.2.4. |
 | Mihaylov, B., Trandafir, A., Palios, X., Strepelias, E., & Bousias, S. (01 July 2021). Effect of axial restraint and loading history on the behavior of short reinforced concrete coupling beams. ACI Structural Journal, 118 (4), 71-82. doi:10.14359/51732644 Peer Reviewed verified by ORBi |
 | Palipana, D., Trandafir, A., Mihaylov, B., & Proestos, G. (2021). Direct Evaluation of Shear Carrying Mechanisms in Reinforced Concrete Deep Beams. In Concrete Structures: New Trends for Eco-Efficiency and Performance. Peer reviewed |
 | Trandafir, A., Palipana, D., Proestos, G., & Mihaylov, B. (2021). Direct Crack-Based Assessment Approach for Shear Critical Reinforced Concrete Deep Beams. In Concrete Structures: New Trends for Eco-Efficiency and Performance. Peer reviewed |
 | Tatar, N., & Mihaylov, B. (2021). Kinematic-Based Modelling of Shear-Dominated Concrete Walls with Rectangular and Barbell Sections. Journal of Earthquake Engineering, doi.org/10.1080/13632469.2019.1577764. doi:10.1080/13632469.2019.1577764 Peer Reviewed verified by ORBi |
 | Rajapakse Mudiyanselage, C. M., Degée, H., & Mihaylov, B. (2021). Assessment of Failure Along Re-Entrant Corner Cracks in Existing RC Dapped-End Connections. Structural Engineering International, 1-11. doi:10.1080/10168664.2021.1878975 Peer reviewed |
 | Proestos, G., Palipana, D., & Mihaylov, B. (2021). Evaluating the Shear Resistance of Deep Beams Loaded or Supported by Wide Elements. Engineering Structures, 226. doi:10.1016/j.engstruct.2020.111368 Peer Reviewed verified by ORBi |
 | Franssen, R., Guner, S., Courard, L., & Mihaylov, B. (2021). Numerical Modelling Approach for UHPFRC Members Including Crack Spacing Formulations. Engineering Structures, 238, 112179. doi:10.1016/j.engstruct.2021.112179 Peer Reviewed verified by ORBi |
 | Hippola, S., Rajapakse, C., Mihaylov, B., & Wijesundara, K. (2021). A Force-Based Fiber Beam-Column Element to Predict Moment-Axial-Shear Interaction of Reinforced Concrete Frames. Structural Concrete. doi:10.1002/suco.202100262 Peer Reviewed verified by ORBi |
  | Franssen, R., Courard, L., & Mihaylov, B. (2021). Shear Behavior of Reinforced Concrete Walls Retrofitted with UHPFRC Jackets. ACI Structural Journal, 118 (5), 149-160. doi:10.14359/51732825 Peer Reviewed verified by ORBi |
 | Mihaylov, B., Liu, J., & Ozkan, M. (2021). Modeling the Effect of Prestressing on the Ultimate Behavior of Deep-to-Slender Concrete Beams. ACI Structural Journal, 118 (2). Peer Reviewed verified by ORBi |
Mihaylov, B., Liu, J., & Garcia, C. (2020). Modelling the Effect of FRP Sheets on the Complete Behaviour of Shear-Critical Coupling Beams. In Concrete Structures for Resilient Society, Design and Structures. Peer reviewed |
Mihaylov, B., Liu, J., & Ozkan, M. (2020). Kinematics-Based Approach for Shear Strength of Prestressed Concrete Deep Beams. In Concrete Structures for Resilient Society, Design and Structures. Peer reviewed |
 | Mihaylov, B., & Rajapakse Mudiyanselage, C. M. (2020). A simplified kinematic approach for the shear strength of fibre-reinforced concrete deep beams. Structural Concrete, doi.org/10.1002/suco.201900461. doi:10.1002/suco.201900461 Peer Reviewed verified by ORBi |
Franssen, R., Langer, M., Courard, L., & Mihaylov, B. (2020). Analysis of the Behaviour of Bridge Piers Retrofitted with UHPFRC Jackets. In B. Middendorf, E. Fehling, ... A. Wetzel, Proceedings of HiPerMat 2020 5th International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials (pp. 49-50). Peer reviewed |
 | Liu, J., & Mihaylov, B. (2020). Shear Strength of RC Deep Beams with Web Openings based on Two-Parameter Kinematic Theory. Structural Concrete, 21 (1), 1-14. doi:10.1002/suco.201800356 Peer Reviewed verified by ORBi |
 | Mihaylov, B., Liu, J., & Carretero Garcia, C. (01 January 2020). Modeling the Effect of FRP Sheets on the Behavior of Short Coupling Beams Exhibiting Diagonal Tension Failure. Journal of Composites for Construction, 24 (5). doi:10.1061/(ASCE)CC.1943-5614.0001049 Peer Reviewed verified by ORBi |
Mihaylov, B. (13 December 2019). Modelling the Nonlinear Shear Behavior of Short FRC Coupling Beams [Paper presentation]. 10th International Conference on Structural Engineering and Construction Management, Kandy, Sri Lanka. |
Mihaylov, B. (13 December 2019). Monitoring, Assessment and Retrofit of Concrete Structures Based on First Principles [Paper presentation]. 10th International Conference on Structural Engineering and Construction Management, Kandy, Sri Lanka. |
Franssen, R., Courard, L., & Mihaylov, B. (2019). Renforcement en cisaillement de piles de pont de type voile avec chemisage en BFUP. In E. Brühwiler, C. Oesterlee, ... D. Redaelli, 3ème Journée d'étude, 24 octobre 2019 BÉTON FIBRÉ ULTRA-PERFORMANT concevoir, dimensionner, construire. Peer reviewed |
 | Mihaylov, B., Liu, J., Simionopoulos, K., Bentz, E., & Collins, M. (01 July 2019). Effect of Member Size and Tendon Layout on the Shear Behavior of Post-Tensioned Beams. ACI Structural Journal, 116 (4), 265-274. doi:10.14359/51715633 Peer Reviewed verified by ORBi |
 | Liu, J., Guner, S., & Mihaylov, B. (01 July 2019). Mixed-Type Modeling of Structures with Slender and Deep Beam Elements. ACI Structural Journal, 116 (4), 253-264. doi:10.14359/51715632 Peer Reviewed verified by ORBi |
 | Liu, J., & Mihaylov, B. (2019). Modelling the Ultimate Shear Behaviour of Deep Beams with Web Openings. In Concrete – Innovations in Materials, Design and Structures. Peer reviewed |
 | Mihaylov, B., Liu, J., & Tvrznikova, K. (2019). Kinematic-based Approach for Complete Shear Behaviour of Deep FRC Beams. In Concrete – Innovations in Materials, Design and Structures. Peer reviewed |
 | Mihaylov, B., Liu, J., & Tvrznikova, K. (2019). Two-Parameter Kinematic Approach for complete Shear Behaviour of Deep FRC Beams. Structural Concrete, 1-14. doi:10.1002/suco.201800199 Peer Reviewed verified by ORBi |
Mihaylov, B. (22 March 2019). Monitoring, Assessment and Retrofit of Concrete Structures based on First Principles [Paper presentation]. Department of Civil Engineering Research Seminar, Montreal, Canada. |
 | Franssen, R., Courard, L., & Mihaylov, B. (2019). Réhabilitation et Renforcement de Piles de Pont avec du Béton Fibré à Ultra-Haute Performance [Paper presentation]. Ultra High Performance Concrete Bruxelles, Bruxelles, Belgium. |
 | Franssen, R., Guner, S., Courard, L., & Mihaylov, B. (2019). Response simulation of UHPFRC members. In BEtter, Smarter, Stronger Proceedings for the 2018 fib Congerss held in Melbourne. Peer reviewed |
 | Mihaylov, B. (2019). A Kinematic Approach for the Shear Strength of Short FRC Coupling Beams. Engineering Structures. doi:10.1016/j.engstruct.2018.11.066 Peer Reviewed verified by ORBi |
 | Mihaylov, B., Liu, J., & Lobet, R. (09 December 2018). A Kinematic Approach for the Complete Shear Behavior of Short FRC Coupling Beams. ACI Structural Journal, 328, 8.1-8.20. Peer Reviewed verified by ORBi |
 | Liu, J., & Mihaylov, B. (01 July 2018). Macroelement for Complete Shear Behaviour of Continuous Deep Girders. ACI Structural Journal, 115 (4), 1089-1100. doi:10.14359/51702047 Peer Reviewed verified by ORBi |
 | Mihaylov, B., & Franssen, R. (2018). Three-parameter kinematic approach for shear behaviour of short coupling beams with conventional reinforcement. fib Bulletin, 85. Peer reviewed |
 | Gernay, T., Peric, V., Mihaylov, B., Molkens, T., & Franssen, J.-M. (2018). Effect of upgrading concrete strength class on fire performance of reinforced concrete columns. In M. Gillie & Y. Wang, Proceedings of ASFE 2017 Conference (pp. 189-198). London, United Kingdom: Taylor & Francis Group. doi:10.1201/9781315107202-22 Peer reviewed |
 | Franssen, R., Guner, S., Courard, L., & Mihaylov, B. (2018). A study on the numerical modelling of UHPFRC-strengthened members. In M. G. Alexander, H. Beushausen, F. Dehn, ... P. Moyo, International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2018). doi:10.1051/matecconf/201819909001 Peer reviewed |
 | Mihaylov, B. (2018). A Shear Strength Model for FRC Coupling Beams. In Better, Smarter, Stronger Proceedings for the 2018 fib Congerss held in Melbourne. Peer reviewed |
 | Mihaylov, B., & Franssen, R. (2017). Macro-Kinematic Approach for Shear Behaviour of Short Coupling Beams with Conventional Reinforcement. In High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium. doi:10.1007/978-3-319-59471-2_133 Peer reviewed |
 | Liu, J., & Mihaylov, B. (2017). Towards Mixed-Type Modelling of Structures with Slender and Deep Beam Elements. In High Tech Concrete: Where Technology and Engineering Meet. doi:10.1007/978-3-319-59471-2_144 Peer reviewed |
 | Verpoorten, D., Devyver, J., Duchâteau, D., Mihaylov, B., Agnello, A., Ebrahimbabaie Varnosfaderani, P., Focant, J.-F., Charlier, R., Delfosse, A., Bertrand, F., Megherbi, S., & Detroz, P. (2017). Decoding the disciplines – A pilot study at the University of Liège (Belgium). In R. Andersson, K. Martensson, ... T. Roxa, Proceedings of the 2nd EuroSoTL Conference - Transforming patterns through the scholarship of teaching and learning (pp. 263-267). Lund, Sweden: Lund University Press. Peer reviewed |
 | Tatar, N., & Mihaylov, B. (12 January 2017). Displacement Capacity of Shear-Dominated Reinforced Concrete Walls [Paper presentation]. 16th. World Conference on Earthquake Engineering, Santiago, Chile. |
 | Tatar, N., & Mihaylov, B. (2017). Load-Displacement Envelopes of Shear-Dominated Concrete Walls based on a Three-Parameter Kinematic Theory. Journal of Earthquake Engineering. Peer Reviewed verified by ORBi |
 | Mihaylov, B., & Franssen, R. (2017). Shear-flexure interaction in the critical sections of short coupling beams. Engineering Structures. doi:10.1016/j.engstruct.2017.09.024 Peer Reviewed verified by ORBi |
 | Tatar, N., & Mihaylov, B. (2017). Deformation Patterns and Behavior of Reinforced Concrete Walls with Low Aspect Ratios. In High Tech Concrete: Where Technology and Engineering Meet. doi:10.1007/978-3-319-59471-2_74 Peer reviewed |
 | Mihaylov, B. (2017). Two-Parameter Kinematic Approach for Shear Strength of Deep Concrete Beams with Internal FRP Reinforcement. Journal of Composites for Construction, DOI: 10.1061/(ASCE)CC.1943-5614 .0000747. doi:10.1061/(ASCE)CC.1943-5614.0000747 Peer Reviewed verified by ORBi |
 | Mihaylov, B. (2016). Modelling the ultimate shear behaviour of deep beams with internal FRP reinforcement. In Performance-based approaches for concrete structures, fib Symposium Proceedings, Cape Town 21 to 23 November 2016. Peer reviewed |
 | Liu, J., & Mihaylov, B. (2016). A MACRO-ELEMENT FOR THE NONLINEAR ANALYSIS OF DEEP BEAMS BASED ON A THREE-PARAMETER KINEMATIC MODEL. In Performance-based approaches for concrete structures. Peer reviewed |
 | Mihaylov, B., & Franssen, R. (06 September 2016). Three-Parameter Kinematic Approach for Shear Behaviour of Short Coupling Beams with Conventional Reinforcement [Paper presentation]. fib WP 2.2.1 Workshop on Beam Shear, Zurich, Switzerland. |
 | Liu, J., & Mihaylov, B. (2016). A Macro-Element Formulation and Solution Procedure for Shear Analysis of RC Deep Beams. In the 11th fib International PhD Symposium in Civil Engineering. Peer reviewed |
 | Mihaylov, B. (13 April 2016). MC2010 Shear Provisions and Recent Developments in Shear Research [Paper presentation]. fib Belgian Colloquium. |
 | Mihaylov, B., Hannewald, P., & Beyer, K. (2016). Three-parameter kinematic theory for shear-dominated reinforced concrete walls. Journal of Structural Engineering. doi:10.1061/(ASCE)ST.1943-541X.0001489 Peer reviewed |
 | Liu, J., & Mihaylov, B. (23 January 2016). A comparative study of models for shear strength of reinforced concrete deep beams. Engineering Structures, 112 (April), 81-89. doi:10.1016/j.engstruct.2016.01.012 Peer Reviewed verified by ORBi |
 | Collins, M., Xie, L., Mihaylov, B., & Bentz, E. (2016). Shear Response of Prestressed Thin-Webbed Continuous Girders. ACI Structural Journal. doi:10.14359/51688599 Peer Reviewed verified by ORBi |
Mihaylov, B., Hannewald, P., & Beyer, K. (2015). Three-Parameter Kinematic Theory for Shear-Dominated Reinforced Concrete Walls: Implementation. Geneva, Switzerland: Zenodo. |
 | Liu, J., & Mihaylov, B. (2015). A Comparative Study of Models for Shear Strength of Reinforced Concrete Deep Beams. Civil-Comp Proceedings, 16+3. doi:10.4203/ccp.108.10 Peer reviewed |
 | Mihaylov, B. (2015). Predicting the non-linear shear behaviour of deep beams based on a two-parameter kinematic model. In Concrete - Innovation and Design, fib Symposium Proceedings, Copenhagen 18 to 20 May 2015. Peer reviewed |
 | Mihaylov, B. (06 February 2015). Three-Parameter Kinematic Theory for Shear Strength and Displacement Capacity of Deep Beams [Paper presentation]. Seminar on Design Methods, Graphic Statics, and Parametric Approaches, Louvain-la-Neuve, Belgium. |
 | Mihaylov, B., Hunt, B., Bentz, E., & Collins, M. (January 2015). Three-Parameter Kinematic Theory for Shear Behavior of Continuous Deep Beams. ACI Structural Journal, 112 (1), 47-57. doi:10.14359/51687180 Peer Reviewed verified by ORBi |
 | Mihaylov, B. (January 2015). Five-spring model for complete shear behaviour of deep beams. Structural Concrete, 16 (1), 71-83. doi:10.1002/suco.201400044 Peer Reviewed verified by ORBi |
 | Mihaylov, B., Hannewald, P., & Beyer, K. (2014). Evaluation of the Response of Shear Critical Walls Using a Three-Parameter Kinematic Theory. In The 4th International fib Congress 2014 Mumbai - Proceedings. Peer reviewed |
 | Mihaylov, B., Bentz, E., & Collins, M. (November 2013). Behavior of Deep Beams with Large Headed Bars. ACI Structural Journal, 110 (6), 1013-1022. Peer Reviewed verified by ORBi |
 | Mihaylov, B. (2013). Macro-Kinematic Modelling of Continuous Deep Beams. In Actes de la 14e édition des Journées Scientifiques, 22 et 23 août 2013, Université de Sherbrooke, Québec (pp. 68-77). |
 | Mihaylov, B., Hunt, B., Bentz, E., & Collins, M. (2013). Deformations in deep continuous reinforced concrete transfer girders. In Concrete Structures in Urban Areas, CCC 2013, Wroclaw, Poland 4-6 September 2013. Peer reviewed |
 | Mihaylov, B. (04 February 2013). Deformation Capacity and Resilience of Structures [Paper presentation]. University of Liege Inaugural Lectures. |
 | Mihaylov, B., Bentz, E., & Collins, M. (2013). Two-Parameter Kinematic Theory for Shear Behavior of Deep Beams. ACI Structural Journal, 110 (3), 447-455. Peer Reviewed verified by ORBi |
Mihaylov, B. (14 June 2012). Kinematics-Based Macro Models for Deep Beams [Paper presentation]. School of Architecture, Civil and Environmental Engineering (ENAC) Research Seminar, Lausanne, Switzerland. |
Mihaylov, B., Bentz, E., & Collins, M. (19 March 2012). A Two Parameter Kinematic Theory for the Shear Behavior of Deep Beams [Paper presentation]. ACI Spring 2012 Convention, Dallas, Texas, United States. |
Mihaylov, B. (28 November 2011). Deformation Capacity and Resilience of Reinforced Concrete Structures [Paper presentation]. Department of Civil and Environmental Engineering Research Seminar, Waterloo, Canada. |
 | Mihaylov, B., Bentz, E., & Collins, M. (2011). A Two Degree of Freedom Kinematic Model for Predicting the Deformations of Deep Beams. In 2nd International Engineering Mechanics and Materials Specialty Conference. Peer reviewed |
 | Mihaylov, B., Bentz, E., & Collins, M. (November 2010). Behavior of Large Deep Beams Subjected to Monotonic and Reversed Cyclic Shear. ACI Structural Journal, 107 (6), 726-734. Peer Reviewed verified by ORBi |
Mihaylov, B., Bentz, E., & Collins, M. (22 May 2009). Behaviour of Deep Reinforced Concrete Beams under Monotonic and Reversed Cyclic Loading [Paper presentation]. 9th International ROSE School Seminar, Pavia, Italy. |
 | Mihaylov, B. (2008). Behavior of Deep Reinforced Concrete Beams under Monotonic and Reversed Cyclic Load [Doctoral thesis, UNIPEV - Università degli Studi di Pavia]. ORBi-University of Liège. https://orbi.uliege.be/handle/2268/140352 |
 | Mihaylov, B. (2006). Analysis of Code Procedures for Seismic Assessment of Existing Buildings: Italian Seismic Code, EC8, ATC-40, FEMA356, FEMA440 [Specialised master, UNIPEV - Università degli Studi di Pavia]. ORBi-University of Liège. https://orbi.uliege.be/handle/2268/140999 |