Journal of Structural and Construction Engineering

Journal of Structural and Construction Engineering

Numerical analysis of new self-centering brace with arc plate for improving the seismic performance

Document Type : Original Article

Authors
1 PhD candidate of earthquake engineering, Civil engineering faculty, Islamic Azad University Central Tehran Branche, Tehran, Iran
2 Assistant professor, Civil engineering faculty, Islamic Azad University central Tehran Branche, Tehran-Iran
3 Associate Professor, Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran-Iran
Abstract
Self-centering braces are the structural systems which cause to reduce the drift of structures after earthquakes. In this paper, a new self-centering brace is proposed to improve the seismic performance of the structures. Also, it can be reduced the permanent of deflection in the structures after earthquake. The advantages of this brace is the facility of construction compatible with the construction possibility in Iran, low cost, high capacity of axial force, high energy dissipation, development capability and use in the structures. For this purpose, the components of proposed brace have been presented and the behavior of brace has been extracted using numerical modeling. Also, results demonstrated the arched steel pales has the high influence in the damping of proposed brace systems. In addition, the parametric studies have been studied and the effects of these parameters in the behavior of the proposed brace were investigated. Parameters which considered includes thickness, curvature radius, arched spring width. Also, the results of the analysis show that with the increase in the thickness of the steel plate, the energy consumption capacity increases significantly. At the same time, the results show that when the thickness of the steel plate increases, the elastic deformation ability increases and entering the plastic area is difficult.
Keywords

Subjects


1.            O'Reilly, G.J., J. Goggins, and S.A. Mahin. Behaviour and design of a self-centering concentrically braced steel frame system. in 15th World Conference on Earthquake Engineering. 2012. Lisbon, Portugal.
2.            O'Reilly, G.J., J. Goggins, and S.A. Mahin. Performance-based design of a self-centering concentrically braced frame using the direct displacement-based design procedure. in 15th World Conference on Earthquake Engineering. 2012. Lisbon, Portugal.
3.            Cheng, C.-T., C.-H. Hsu, and K.-C. Lin. Seismic behavior of self-centering designed eccentrically braced frames. in 15th World Conference on Earthquake Engineering. 2012. Lisbon, Portugal.
4.            Miller, D.J., Development and experimental validation of self-centering buckling-restrained braces with shape memory alloy. 2011, University of Illinois at Urbana-Champaign: Urbana, Illinois.
5.            Miller, D.J., L.A. Fahnestock, and M.R. Eatherton, Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace. Engineering Structures, 2012. 40: p. 288-298.
6.            Braconi, A., F. Morelli, and W. Salvatore, Development, design and experimental validation of a steel self-centering device (SSCD) for seismic protection of buildings. Bulletin of Earthquake Engineering, 2012. 10(6): p. 1915-1941.
7.            Bruneau, M. Emerging Hysteretic-Based Seismic Systems: Convergence of Ideas in Ductile Steel Design. in 10th World Conference on Seismic Isolation, Energy Dissipation and Active Vibrations Control of Structures. 2007. Istanbul, Turkey.
8.            Eatherton, M., et al. Hybrid Simulation Testing of a Controlled Rocking Steel Braced Frame System. in 9th National Conference on Earthquake Engineering. 2010. Toronto, Canada.
9.            Ma, X., et al. Seismic Design and Behavior of Steel Frames with Controlled Rocking – Part II:  Large Scale Shake Table Testing and System Collapse Analysis. in ASCE/SEI Structures Congress. 2010. Orlando, Florida.
10.          Chi, P., et al., Parametric Study on the Seismic Response of Steel-Framed Buildings with Self-Centering Tension-Only Braces. Advances in Civil Engineering, 2019. 2019.
11.          Rahgozar, N., A.S. Moghadam, and A. Aziminejad, Quantification of seismic performance factors for self‐centering controlled rocking special concentrically braced frame. The Structural Design of Tall and Special Buildings, 2016. 25(14): p. 700-723.
12.         
13.          Grigorian, M., M. Farshbaf, and S. Dehghanian, Innovations in Sustainable Earthquake Resisting Rocking Wall-Frames. Journal of Rehabilitation in Civil Engineering, 2018. 6(2): p. 1-19.
14.          Xie, Q., Z. Zhou, and S.-P. Meng, Experimental investigation of the hysteretic performance of self-centering buckling-restrained braces with friction fuses. Engineering Structures, 2020. 203: p. 109865.
15.          Guo, T., et al., Self-centering cable brace with friction devices for enhancing seismic performance of RC frame structures. Engineering Structures, 2020. 207: p. 110187.
16.          Xu, L., S. Yao, and Y. Sun, Development and validation tests of an assembly self-centering energy dissipation brace. Soil Dynamics and Earthquake Engineering, 2019. 116: p. 120-129.
17.          .
18.          Mohammadi, M. and n. afkaneh, On the seismic performance of a New low damage Structure; Moment Resisting Frame with Post-Tensioned Connections and Frictional Braces. Journal of Structural and Construction Engineering, 2022. 9(7): p. 65-85.
19.          Bavandi, M., et al., Development of efficiency index for steel moment frames with Self-Centering Connections. Journal of Structural and Construction Engineering, 2021. 8(1): p. 62-81.
20.          Yousef-beik, S.M.M., et al., A new self-centering brace with zero secondary stiffness using elastic buckling. Journal of Constructional Steel Research, 2020. 169: p. 106035.
21.          Xu, L.-H., X.-S. Xie, and Z.-X. Li, A self-centering brace with superior energy dissipation capability: development and experimental study. Smart Materials and Structures, 2018. 27(9): p. 095017.

  • Receive Date 15 December 2023
  • Revise Date 14 June 2024
  • Accept Date 24 July 2024