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Performance of Steel Concrete Shear Walls with Two Sided Reinforced Concrete
University of Gävle, Faculty of Engineering and Sustainable Development, Department of Building Engineering, Energy Systems and Sustainability Science, Energy Systems and Building Technology. Department of Civil Engineering, Abadan Branch, Islamic Azad University, Abadan, Iran.
Department of Civil Engineering, Abadan Branch, Islamic Azad University, Abadan, Iran.
2019 (English)In: International Journal of Engineering and Technology Innovation, ISSN 2223-5329, E-ISSN 2226-809X, Vol. 9, no 3, p. 228-239Article in journal (Refereed) Published
Abstract [en]

Abstract

This paper deals with the performance of Steel-Concrete Shear Walls (SCSWs) which have reinforced concrete on both sides of the steel plate subjected to cyclic loads. Finite element software ABAQUS is applied to analyze the SCSWs. Accuracy of the finite element modeling is verified by comparison of the theoretical results with those obtained experimentally. Then, various variables are studied in order to evaluate their effects on the performance of the SCSWs. These variables include thickness of concrete, steel plate thickness, number of bolts, gap size between reinforced concrete and steel frame, the percentage of reinforcement in reinforced concrete, and beam and column profiles of the steel frame. It is concluded that the change of the variables influences the ultimate load capacity, ductility, and energy dissipation of the SCSWs. Moreover, buckling of the walls is discussed.

Place, publisher, year, edition, pages
2019. Vol. 9, no 3, p. 228-239
Keywords [en]
steel-concrete shear wall, cyclic load, finite element method, concrete thickness
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:hig:diva-31385Scopus ID: 2-s2.0-85067248300OAI: oai:DiVA.org:hig-31385DiVA, id: diva2:1383113
Available from: 2020-01-07 Created: 2020-01-07 Last updated: 2020-01-10Bibliographically approved

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Bahrami, Alireza

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CiteExportLink to record
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Citation style
  • apa
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