A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment
Precast RC structures, commonly used since the '60 s for industrial and commercial buildings, often feature poor connections among the main structural elements and between structural and non-structural components due to sub-standard old building codes. Such a high vulnerability, in combination with the considerable exposed value, leads to a disproportionate seismic risk. To address this, a novel Bidirectional Rotation Friction Damper (BRFD) for RC precast structures is introduced. This easy-to-install, low-cost, and reusable damper simultaneously behaves as a beam-to-column joint and a damper with bidirectional dissipative capacity, improving seismic performance and preventing brittle failures. The BRFD's bidirectional capacity requires a unique testing methodology, validated through experimental and numerical analysis. An ad hoc setup with two orthogonal actuators was used to test the damper's behavior, measuring forces, displacements, and temperatures at varying levels. The experimental results are validated with FEM analysis in the Opensees environment by developing a refined numerical model that reproduces the behaviour of all the BRFD elements. Results show the promising bidirectional behaviour of the BRFD, both in terms of hysteresis steadiness and good damping capacity. • Development of a novel friction damper for RC precast joints with bidirectional energy dissipation capabilities. • Definition of a 2D mechanical testing protocol referencing friction isolator methodologies for damper assessment. • Design of an experimental setup with tuned orthogonal actuators to apply controlled bidirectional displacements. • Axial force monitoring of stud bolts using embedded strain gauges during mechanical testing. • Formulation of a numerical model to simulate the behaviour of a rotational friction interface.
Authors
- Alessandra Aprile (ORCID: https://orcid.org/0000-0002-2109-7396)
- Matteo Zerbin (ORCID: https://orcid.org/0000-0002-3516-1854)
- Eleonora Grossi (ORCID: https://orcid.org/0000-0003-4679-4945)
- Raffaele De Risi (ORCID: https://orcid.org/0000-0002-5496-9656)
- Flavia De Luca (ORCID: https://orcid.org/0000-0003-2387-8580)
Institutions
- University of Ferrara (IT)
- University of Bristol (GB)
Publication Details
- Journal
- Engineering Structures
- Published
- 2025-05-20
- DOI
- https://doi.org/10.1016/j.engstruct.2025.120529
- Citations
- 2
- Primary Topic
- Seismic Performance and Analysis
- Type
- article
- Field-Weighted Citation Impact
- 1.91