Experimental investigation and seismic analysis of a novel self-centering piston-based bracing archetype with polyurethane cores

•A novel Self-Centering Piston-Based Bracing Element with Polyurethane Cores (PBPCs) has been introduced.•The general mechanics, analytical formulas, and preliminary design procedure of PBPCs are presented.•The PBPC shows self-centering response with negligible deformations after consecutive displac...

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Veröffentlicht in:Engineering structures 2023-05, Vol.283, p.115735, Article 115735
Hauptverfasser: Issa, Anas, Rahgozar, Navid, Alam, M. Shahria
Format: Artikel
Sprache:eng
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Zusammenfassung:•A novel Self-Centering Piston-Based Bracing Element with Polyurethane Cores (PBPCs) has been introduced.•The general mechanics, analytical formulas, and preliminary design procedure of PBPCs are presented.•The PBPC shows self-centering response with negligible deformations after consecutive displacement histories.•Effects of pre-compression level, loading rate, and successive compression cycles on its flag-shaped response are evaluated.•An increase in hysteretic damping ratios was obtained by reducing the pre-compression strain level. This paper introduces a novel self-centering Piston-based Bracing with Polyurethane Cores (PBPC) as a passive seismic control device. Frames fitted with such bracing elements will be able to mitigate the loss of life, post-earthquake repair costs, and downtime recovery after a major seismic event. The proposed earthquake-resistant archetype integrates a steel shaft, steel tubes, and hollow and solid polyurethane (PU) cylindrical cores. The PU cylinders are activated using a bracing shaft and dissipate seismic energy with a self-centering response. A set of unidirectional cyclic tests were conducted on a scaled PBPC specimen to quantify the effects of pre-compression force level, loading rate, and past loading history. The pre-compressed force curtailed the undesirable viscoelastic deformation and the energy dissipation capacity of PU cores. The non– and pre-compressed PBPC elements exhibited large deformability and adequate energy dissipation; nonetheless, they recovered their initial conditions with stable flag-shaped hysteresis loops following successive compression cycles. Additionally, a new material model was developed in OpenSees software for PBPC and a comparative seismic analysis was conducted. The simulation outcomes supported by experimental data proved the efficiency of the frame fitted with PBPCs in mitigating damage compared with a buckling-restrained braced frame.
ISSN:0141-0296
1873-7323
DOI:10.1016/j.engstruct.2023.115735