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Numerical simulation of mechanical properties of a new type of assembly shear wall horizontal connection device
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  • Open access
  • Published: 05 January 2026

Numerical simulation of mechanical properties of a new type of assembly shear wall horizontal connection device

  • Penggang Tian1,4,
  • Chongyang Fu3,
  • Jianhui Niu1,2,
  • Jiajia Wang1,2,
  • Zhixun Xie1,2 &
  • …
  • Ergang Xiong3 

Scientific Reports , Article number:  (2026) Cite this article

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We are providing an unedited version of this manuscript to give early access to its findings. Before final publication, the manuscript will undergo further editing. Please note there may be errors present which affect the content, and all legal disclaimers apply.

Subjects

  • Energy science and technology
  • Engineering

Abstract

To enhance the seismic performance of prefabricated shear wall structures, a novel horizontal connection device for such walls was designed and subjected to sinusoidal displacement loading tests. The feasibility of the proposed device for both laboratory testing and engineering applications was verified using the ABAQUS finite element software for modeling and simulation. The numerical results confirmed the validity of the experimental and engineering test outcomes and further allowed analysis of the influence of larger preload levels on the mechanical behavior of the device. The results indicate that the energy dissipation capacity and secant stiffness of both new horizontal connection devices increase with higher bolt preload. Additionally, increasing the number of bolts significantly improves the energy dissipation performance. Numerical simulations produced stress nephograms and hysteresis curves that align well with experimental data, while the maximum horizontal force, representative energy dissipation capacity, and secant stiffness all exhibit an approximately linear relationship with the preload value.

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Data availability

The datasets generated and/or analyzed during the current study are available from the corresponding author upon reasonable request.

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Acknowledgements

All the participants in this study are gratefully acknowledged by the authors.

Funding

This work was supported by the Natural Science Basis Research Plan in Shaanxi Province of China (Grant No. 2025JC-YBMS-390) and the Qinchuangyuan Innovation Driving Platform-Future City Construction and Management Innovation Joint Research Center unveiled the fund project(2024WHZ0225).

Author information

Authors and Affiliations

  1. Shaanxi Construction Engineering Holding Group Science and Technology Innovation of Future City CO. , Ltd., Xi’an, 712000, China

    Penggang Tian, Jianhui Niu, Jiajia Wang & Zhixun Xie

  2. SCEGC-XITU Joint Research Center for Future City Construction and Management Innovation, Xi’an, 712000, China

    Jianhui Niu, Jiajia Wang & Zhixun Xie

  3. School of Civil Engineering, Chang’an University, Xi’an, 710061, China

    Chongyang Fu & Ergang Xiong

  4. Shaanxi Academy of Building Science CO., Ltd, Xi’an, 710082, China

    Penggang Tian

Authors
  1. Penggang Tian
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  2. Chongyang Fu
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  3. Jianhui Niu
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  4. Jiajia Wang
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  5. Zhixun Xie
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  6. Ergang Xiong
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Contributions

Penggang TIAN: Conceptualization, Methodology, Funding acquisition, Writing - original draft. Chongyang FU: Data curation, Formal analysis, Methodology, Writing - original draft, Writing – review & editing. Jianhui NIU: Data curation, Formal analysis, Validation, Visualization. Jiajia WANG: Investigation, Validation. Zhixun XIE: Resources. Ergang XIONG: Resources.

Corresponding author

Correspondence to Ergang Xiong.

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Cite this article

Tian, P., Fu, C., Niu, J. et al. Numerical simulation of mechanical properties of a new type of assembly shear wall horizontal connection device. Sci Rep (2026). https://doi.org/10.1038/s41598-025-34338-z

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  • Received: 14 July 2025

  • Accepted: 28 December 2025

  • Published: 05 January 2026

  • DOI: https://doi.org/10.1038/s41598-025-34338-z

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Keywords

  • Prefabricatd shear wall
  • Horizontal connection device
  • Bolt preload
  • Hysteresis curve
  • Finite element analysis
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Cement and Concrete Innovation for Construction

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