1. University of Kragujevac Digital Archive
  2. University of Kragujevac
  3. Faculty of Mechanical and Civil Engineering, Kraljevo
Please use this identifier to cite or link to this item: https://scidar.kg.ac.rs/handle/123456789/19575
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dc.contributor.authorMilosevic, Bojan-
dc.contributor.authorPetrović, Žarko-
dc.contributor.authorMijalković, Marina-
dc.contributor.authorZorić, Andrija-
dc.date.accessioned2023-12-11T09:35:31Z-
dc.date.available2023-12-11T09:35:31Z-
dc.date.issued2022-
dc.identifier.isbn978-86-7518-227-6 (GF)en_US
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/19575-
dc.description.abstractIn building construction, frame structures are widely used, in which the space between columns and beams is completely or partially filled with unreinforced walls. In the process of modelling and design of frame structures, the impact of the walls, as well as their rigidity, were largely ignored during the structural analysis. The aim of this paper is to present some of the modelling methods available today to describe the response of frame structures filled with walls and their interactions with frame structures when subjected to load in their plane.en_US
dc.language.isoenen_US
dc.subjectframe structuresen_US
dc.subjectwall infillen_US
dc.subjectequivalent diagonal struten_US
dc.titleEFFECT OF WALL INFILL ON THE CAPACITY OF THE FRAME STRUCTURESen_US
dc.typeconferenceObjecten_US
dc.description.versionPublisheden_US
dc.relation.conferenceAssociation of Structural Engineers of Serbia, 16. Congress, 28 - 30. 09. 2022., Arandjelovacen_US
dc.type.versionPublishedVersionen_US
Appears in Collections:Faculty of Mechanical and Civil Engineering, Kraljevo

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