Fathalla, E., & Mihaylov, B. (February 2025). Shear behaviour of deep beams strengthened with high-strength fiber reinforced concrete jackets. Engineering Structures, 325, 119404. doi:10.1016/j.engstruct.2024.119404 |
Fathalla, E., Ringeisen, B., Lenges, M., & Mihaylov, B. (2024). Large-Scale Experiments of Voided Shear Walls with Pre-Walls. In ReConStruct Resilient Concrete Structures. fib. |
Mihaylov, B. (2024). Evaluation of Corner Crack Widths in Dapped-End Connections and Knee Beam-Column Joints. In ReConStruct Resilient Concrete Structures. fib. |
Rajapakse, C., Degée, H., & Mihaylov, B. (July 2024). Experimental Investigation of Dapped Ends with Diagonal Reinforcement. ACI Structural Journal, 121 (4), 35 - 46. doi:10.14359/51740710 |
Mihaylov, B. (15 March 2024). Model for rapid evaluation of corner crack widths in reinforced concrete dapped-end conections. Engineering Structures, 303, 117497. doi:10.1016/j.engstruct.2024.117497 |
Mihaylov, B., & Franssen, R. (2024). Kinematics-Based Model for Shear-Dominated Wall-Type Bridge Piers Strengthened with UHPFRC. In Ultra-High Performance Concrete and High Performance Building Materials for Sustainable Construction. HiPerMat. |
Mihaylov, B. (16 February 2024). Crack-Based Assessment and Retrofit of Concrete Structures [Paper presentation]. Research Seminar at School of Architecture, Civil and Environmental Engineering (ENAC), Lausanne, Switzerland. |
Fathalla, E., Ringeisen, B., Lenges, M., & Mihaylov, B. (February 2024). Shear Behaviour of Full-Scale Squat Shear Walls with and without Precast Pre-walls. Journal of Advanced Concrete Technology, 22 (2), 86 - 102. doi:10.3151/jact.22.86 |
Mihaylov, B. (2024). Kinematics-Based Modelling of the Cyclic Behaviour of Deep Shear-Critical RC Members. In World Conference on Earthquake Engineering. WCEE. |
Fathalla, E., & Mihaylov, B. (December 2023). Fatigue behavior of deep concrete beams with critical shear cracks. Structural Concrete, 24 (6), 7314 - 7333. doi:10.1002/suco.202300603 |
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 |
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. |
Lourenço, M. S., Fernández Ruiz, M., Blaauwendraad, J., Bousias, S., Hoang, L. C., Mata-Falcón, J., Meléndez, C., Mihaylov, B., Ferreira, M. P., & Faria, D. V. (June 2023). Design and assessment of concrete structures with strut-and-tie models and stress fields: From simple calculations to detailed numerical analysis. Structural Concrete, 24 (3), 3760 - 3778. doi:10.1002/suco.202200647 |
Fathalla, E., & Mihaylov, B. (2023). Fatigue Behaviour of Shear-Critical Deep Beams with Light Web Reinforcement. In Building for the Future: Durable, Sustainable, Resilient. fib. doi:10.1007/978-3-031-32511-3_39 |
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 |
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 |
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. |
Mihaylov, B. (10 June 2022). Crack-Based Assessment and Strengthening of Concrete Structures [Paper presentation]. The Sixth International Nigel Priestley Seminar, Pavia, Italy. |
Fathalla, E., Rajapakse Mudiyanselage, C. M., & Mihaylov, B. (2022). Kinematic Modelling of Shear-Critical Deep Beams Strengthened with Externally Bonded FRP. In Concrete Innovation for Sustainability. fib. |
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 |
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 |
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. |
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 |
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 |
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. |
Fathalla, E., & Mihaylov, B. (2022). Simplified Three-Parameter Kinematic Theory for Shear Strength of Short Reinforced Concrete Walls. Journal of Advanced Concrete Technology, 20 (8), 507 - 524. doi:10.3151/jact.20.507 |
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. |
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 |
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). |
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 |
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. |
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. |
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 |
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 |
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 |
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). |
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 |
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 |
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 |
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. |
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. |
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). |
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 |
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 |
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 |
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. |
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. |
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. |
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 |
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 |
Liu, J., & Mihaylov, B. (2019). Modelling the Ultimate Shear Behaviour of Deep Beams with Web Openings. In Concrete – Innovations in Materials, Design and Structures. |
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. |
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 |
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. |
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 |
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. |
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 |
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 |
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 |
Mihaylov, B. (2018). A Shear Strength Model for FRC Coupling Beams. In Better, Smarter, Stronger Proceedings for the 2018 fib Congerss held in Melbourne. |
Mihaylov, B., & Franssen, R. (2018). Three-parameter kinematic approach for shear behaviour of short coupling beams with conventional reinforcement. fib Bulletin, 85. |
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 |
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 |
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. |
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. |
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 |
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 |
Tatar, N., & Mihaylov, B. (2017). Load-Displacement Envelopes of Shear-Dominated Concrete Walls based on a Three-Parameter Kinematic Theory. Journal of Earthquake Engineering. |
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 |
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. |
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. |
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. |
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 |
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 |
Collins, M., Xie, L., Mihaylov, B., & Bentz, E. (2016). Shear Response of Prestressed Thin-Webbed Continuous Girders. ACI Structural Journal. doi:10.14359/51688599 |
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 |
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. |
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. (January 2015). Five-spring model for complete shear behaviour of deep beams. Structural Concrete, 16 (1), 71-83. doi:10.1002/suco.201400044 |
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 |
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. |
Mihaylov, B., Bentz, E., & Collins, M. (November 2013). Behavior of Deep Beams with Large Headed Bars. ACI Structural Journal, 110 (6), 1013-1022. |
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. |
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. |
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. |
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. |
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 |