![]() | Hippola, S., & Mihaylov, B. (February 2026). A kinematics-based model for the shear response of reinforced concrete dapped-end connections. Engineering Structures, 348, 121735. doi:10.1016/j.engstruct.2025.121735 Peer Reviewed verified by ORBi |
Hippola, S., & Mihaylov, B. (2024). Modelling the Shear Behaviour of Reinforced Concrete Dapped-End Connections. In G. L. Balázs & S. Sólyom (Eds.), Proceedings of the 15th fib International PhD Symposium in Civil Engineering, 2024. fib. The International Federation for Structural Concrete. Peer reviewed |
![]() | Hippola, S., Wijesundara, K. K., & Nascimbene, R. (15 January 2022). Response of shear critical reinforced concrete frames and walls under monotonic loading. Engineering Structures, 251, 113483. doi:10.1016/j.engstruct.2021.113483 Peer Reviewed verified by ORBi |
![]() | Hippola, S., & Wijesundara, K. K. (June 2021). Force-based finite element formulation for nonlinear behaviour of reinforced concrete frames. Innovative Infrastructure Solutions, 6 (2). doi:10.1007/s41062-020-00413-9 Editorial 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 |