Parametric Study on a Self-Centering Beam-Column Joint Equipped with Arc-Shaped Steel Plate Damper
Author:
Affiliation:
1. Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, Shanghai, China
2. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China
Funder
Fundamental Research Funds for the Central Universities
Publisher
Informa UK Limited
Subject
Safety, Risk, Reliability and Quality
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2174781
Reference41 articles.
1. ATC-Applied Technology Council, FEMA P-58. 2012. Next-generation seismic performance assessment for buildings, volume 1-methodology. Washington, DC: Federal Emergency Management Agency.
2. Study on seismic performance of prefabricated self-centering beam to column rotation friction energy dissipation connection
3. Post-tensioned self-centering moment connections with beam bottom flange energy dissipators
4. Performance evaluation of steel reduced flange plate moment connections
5. Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests
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1. Seismic behavior of a self-centering beam-to-column joint using low-yield arc steel plates for dissipating energy;Journal of Building Engineering;2024-10
2. Investigation on laminated steel slit shear walls with low yield steel;Journal of Building Engineering;2024-07
3. Finite element analysis and hysteretic model of self-centering steel connection with dual energy dissipation mechanism;Engineering Structures;2024-02
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