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Experimental investigation of double corrugated steel plate shear walls

Ghodratian Kashan, S. M ; Sharif University of Technology | 2022

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  1. Type of Document: Article
  2. DOI: 10.1016/j.jcsr.2022.107138
  3. Publisher: Elsevier Ltd , 2022
  4. Abstract:
  5. In this research, the cyclic performance of double corrugated steel plate shear walls (DCSPSWs) is investigated experimentally and confirmed numerically. Three half-scale one-story single-bay specimens with different infill plate designs were constructed and tested under lateral cyclic loads. The design parameters examined were the connection between the corrugated plates and the connection between the infill plate and the columns. The results showed that regardless of the infill plate design, the DCSPSWs had a spindle-shaped hysteresis curve with good cyclic performance. However, the beam-only-connected DCSPSW exhibited slightly lower lateral load resistance. Finite element (FE) models of the specimens were developed and the outcome of analyses were compared to that of the experimental tests. The beam-only-connected DCSPSW showed a reduction in column axial load. © 2022 Elsevier Ltd
  6. Keywords:
  7. Cyclic loading ; Finite element analysis ; Hysteretic behavior ; Cyclic loads ; Hysteresis ; Infill drilling ; Shear walls ; Beam only connected steel plate shear wall ; Corrugated steel ; Corrugated steel plate shear wall ; Cyclic performance ; Finite element analyse ; Hysteretic behaviour ; Infill plates ; Plate design ; Steel plates ; Finite element method
  8. Source: Journal of Constructional Steel Research ; Volume 190 , 2022 ; 0143974X (ISSN)
  9. URL: https://www.sciencedirect.com/science/article/abs/pii/S0143974X22000104