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RETRACTED ARTICLE: Dynamic analysis of structures installed hysteretic dampers with hardening post-yielding stiffness using connection element method

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This article was retracted on 25 March 2024

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Abstract

In recent years, various passive energy dissipation devices have been gradually applied to structural vibration control. Hysteretic dampers with hardening post-yielding stiffness (HDHPSs) could solve the problem of insufficient stiffness after the ordinary friction damper enters into its yield state, and realize multi-level seismic objectives and multi-stage energy dissipation. For hysteretic dampers with hardening post-yielding stiffness, computational formula of its resistance is given in this paper based on Wen-Gap connecting element, and the calculation formula of its equivalent yield strength is derived combining with the energy theory, which is verified by SAP2000 software. A 12-story steel frame with a weak story was strengthened by using HDHPSs and the dynamic performances of three frames are compared by using the connection element method proposed in this paper. The results show that the proposed formula of equivalent yield strength matches well with the numerical simulation results, which could provide a reference for seismic design of structures installed such dampers. The connection element method proposed in this paper is feasible to analyze the dynamic performances of structures with hardening post-yielding stiffness. The frame installed HDHPSs could effectively control the maximum displacement, which could meet the requirement of displacement performance target. This paper has certain reference significance for structural retrofit of existing structures.

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Acknowledgements

The authors would like to acknowledge the financial support from Natural Science Foundation of Heibei Province of China (grant No. E2021402074), Science and Technology Project of Hebei Education Department (grant No. QN2023133), the Open Fund of State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology (grant No. LP2123), and Science and Technology Research and Development Plan Project of Science and Technology Bureau of Handan (grant No. 21422053283).

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Authors and Affiliations

  1. School of Civil Engineering, Hebei University of Engineering, Han Dan, 056038, China

    Xing-Nan Ma & Li-Hua Zhu

  2. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Da Lian, 116024, China

    Li-Hua Zhu

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  1. Xing-Nan Ma
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L-HZ was responsible for the supervision, and leadership. X-NM was responsible for the methodology, conceptualization, visualization, software, validation, and data analysis and for writing the manuscript, verification, and investigation.

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Correspondence to Li-Hua Zhu.

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This article has been retracted. Please see the retraction notice for more detail: https://doi.org/10.1007/s10878-024-01131-z"

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Ma, XN., Zhu, LH. RETRACTED ARTICLE: Dynamic analysis of structures installed hysteretic dampers with hardening post-yielding stiffness using connection element method. J Comb Optim 45, 95 (2023). https://doi.org/10.1007/s10878-023-01009-6

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