Journal of Structural and Construction Engineering

Journal of Structural and Construction Engineering

Cyclic Analysis of Steel Shear Walls with Peripheral Yielding Dampers

Document Type : Original Article

Authors
Reza Ghiamat 1
Fereydon Soheilnashan 2
1 Assistant Professor. Department of Civil Engineering, Islamic Azad University of Lenjan Branch, Isfahan, Iran
2 M.Sc. student.Department of Civil Engineering, Islamic Azad University of Lenjan Branch, Isfahan, Iran
10.22065/jsce.2023.408674.3179
Abstract
Steel shear walls have different systems and models, each of which has different fields for investigation and design. Steel shear walls can be classified in categories with or without opening, and each of these models can be placed in steel shear wall systems with or without stiffeners. The steel shear wall system can also be implemented in composite. In this research, it is intended to improve the seismic behavior of this system by adding yielding steel dampers, which is discussed below. For this reason, in this research, it is intended to "Cyclic analysis of steel shear walls with peripheral yielding dampers" in order to evaluate the performance of bending steel frames with steel shear wall system under nonlinear dynamic load. In this research, the studied samples were numerically loaded under cyclic load analysis using ABAQUS v-21 software, and the results of stress, strain and displacement values at the moment of maximum load and at the end of loading were compared with each other for the samples in question, and after evaluating the results of the samples from their analysis, the best performance was determined. As seen, the use of Amo's peripheral yielding dampers on the wall plate when the peripheral dampers are only connected to the beams has led to improved performance and reduced displacement outside the wall plane, increased elastic displacement of the frame, reduced stiffness of the frame and reduced drift of the frame. On the other hand, the use of peripheral yielding dampers in line with the wall plate when the peripheral dampers are only connected to the beams has led to improved performance and increased elastic and plastic stiffness of the frame, increased force absorption in the elastic and plastic area of the frame during the load process
Keywords
Steel shear Wall
Yielding Peripheral Damper
Cyclic Analysis
Stiffness of the Frame
Seismic Behavior

Subjects

  • Petkune, N., Donchev, T., Hadavinia, H., Limbachiya, M., & Wertheim, D. (2016). Performance of pristine and retrofitted hybrid steel/fibre reinforced polymer composite shear walls. Construction and Building Materials, 117, 198-208.
  • Azhari, M and Mir Qadri, R. (2019) Design of steel structures. The fourth volume. Arkan Danesh Publications. First edition spring.
  • Shahi, P and Moeidi, S. (2017). Investigation of the behavior of the most optimal stiffeners in steel shear wall with opening, International Conference on Civil Engineering, Architecture and Urban Development Management in Iran, Tehran, Maragheh University of Technology in collaboration with Tabriz University- Shahid Madani University of Azerbaijan.
  • Ghosh, S., & Kharmale, S. B. (2010). Research on steel plate shear wall: past, present and future. Structural steel and castings: shapes and standards, properties and applications. Nova Science Publishers Inc., Hauppauge, USA.
  • Garivani, S., Aghakouchak, A. A., & Shahbeyk, S. (2016). Numerical and experimental study of comb-teeth metallic yielding dampers. International Journal of Steel Structures, 16(1), 177-196.
  • Mohammad Moradi, H., Hosseini Hashemi, B., & Jafari, M. A. (2019). Improvement of Steel Shear Wall Behavior Based on Link Beam Approach. Bulletin of Earthquake Science and Engineering, 6(4), 75-85.
  • Ghassemieh M, Bamshad O. (2019). Deterioration hystersis model for steel plated shear wall system. MCEJ; 19 (5):15-28.
  • Pourhasan shahri M, Mansouri A. (2020). Investigation on the influence of edge stiffeners on the seismic behavior of steel plate shear walls connected to frame beams only (SSW-BO). Journal of Structure & Steel; 14 (29): 65-72.
  • Teruna, D. R., Majid, T. A., & Budiono, B. (2015). Experimental study of hysteretic steel damper for energy dissipation capacity. Advances in Civil Engineering, 2015.
  • Saghafi, M. H., Golafshar, A., Yahyaee, A., & Zareian, M. S. (2019). Analytical assessment of reinforced concrete frames equipped with TADAS dampers. Journal of Rehabilitation in Civil Engineering, 7(2), 138-151
  • Yang, T. Y., Li, T., Tobber, L., & Pan, X. (2020). Experimental and numerical study of honeycomb structural fuses. Engineering Structures, 204, 109814.
  • Chukka, N. D. K. R., & Krishnamurthy, M. (2020). Seismic performance assessment of structure with hybrid passive energy dissipation device. In Structures (Vol. 27, pp. 1246-1259). Elsevier.
  • Cui, J. C., Xu, J. D., Xu, Z. R., & Huo, T. (2020). Cyclic behavior study of high load-bearing capacity steel plate shear wall. Journal of Constructional Steel Research, 172, 106178.
  • Farahbakhshtooli, A., & Bhowmick, A. K. (2021). Nonlinear seismic analysis of perforated steel plate shear walls using a macro-model. Thin-Walled Structures, 166, 108022.

  • Receive Date 31 July 2023
  • Revise Date 07 October 2023
  • Accept Date 17 November 2023