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Hysteretic assessment of steel-concrete composite shear walls
Högskolan i Gävle, Akademin för teknik och miljö, Avdelningen för byggnadsteknik, energisystem och miljövetenskap, Energisystem och byggnadsteknik.
Department of Civil Engineering, Abadan Branch, Islamic Azad University, Abadan, Iran.
2019 (engelsk)Inngår i: International Journal of Recent Technology and Engineering, ISSN 2277-3878, Vol. 8, nr 2, s. 5640-5645Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

This paper focuses on the hysteretic assessment of steel-concrete composite shear walls with reinforced concrete on one side of the steel plate. Finite element software ABAQUS is utilised to conduct this research. An experimental test on a composite shear wall is simulated to do the verification of the modelling. Then, modelling result is compared with the experimental test result which shows an insignificant difference between them and therefore uncovers the accuracy of the modelling. Thereafter, different parameters are considered to investigate their effects on the response of the walls. Thickness of reinforced concrete, steel plate thickness, and number of shear studs are studied as parameters. It is concluded that changing reinforced concrete thickness and number of shear studs do not considerably affect the ultimate load capacity, ductility, and energy dissipation of the walls. However, increasing the steel plate thickness enhances the ultimate load capacity, ductility, and energy dissipation. In addition, out-of-plane displacement of the walls is evaluated.

sted, utgiver, år, opplag, sider
Blue Eyes Intelligence Engineering & Sciences Publication , 2019. Vol. 8, nr 2, s. 5640-5645
Emneord [en]
Cyclic loading, Ductility, Energy dissipation, Shear wall, Ultimate load capacity
HSV kategori
Identifikatorer
URN: urn:nbn:se:hig:diva-30738DOI: 10.35940/ijrte.B2302.078219Scopus ID: 2-s2.0-85072162549OAI: oai:DiVA.org:hig-30738DiVA, id: diva2:1358273
Tilgjengelig fra: 2019-10-07 Laget: 2019-10-07 Sist oppdatert: 2020-01-24bibliografisk kontrollert

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