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dc.contributorButenweg, Christoph
dc.contributorMarinković, Marko
dc.contributorKlinkel, Sven
dc.creatorKubalski, Thomas
dc.date.accessioned2021-01-04T11:53:07Z
dc.date.available2021-01-04T11:53:07Z
dc.date.issued2017
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2185
dc.description.abstractMasonry is a widely spread construction type which is used all over the world for different types of structures. Due to its simple and cheap construction, it is used as non-structural as well as structural element. In frame structures, such as reinforced concrete frames, masonry may be used as infill. While the bare frame itself is able to carry the loads when it comes to seismic events, the infilled frame is not able to warp freely due to the constrained movement. This restraint results in a complex interaction between the infill and the surrounding frame, which may lead to severe damage to the infill as well as the surrounding frame. The interaction is studied in different projects and effective approaches for the description of the behavior are still lacking. Experimental programs are usually quite expensive, while numerical models, once validated, do offer an efficient approach for the investigation of the interaction when horizontally loaded. In order to study the numerous parameters influencing the seismic load bearing behavior, numerical models may be used. Therefore, this contribution presents a numerical approach for the simulation of infill masonry in reinforced concrete frames. Both parts, the surrounding frame as well as the infill are represented by micro modelling approaches to correctly take into account the different types of failure. The adopted numerical model describes the inelastic behavior of the system, as indicated by the obtained results of the overall structural response as well as the formation of damage in the infilled wall. Comparison of the numerical and experimental results highlights the valuable contribution of numerical simulations in the study and design of infilled frames. As damage of the infill masonry may occur in-plane due to the interaction as well as out-of-plane due to the low vertical load, both directions of loading are investigated.sr
dc.language.isoensr
dc.rightsrestrictedAccesssr
dc.source16th World Conference on Earthquake Engineeringsr
dc.subjectInfill masonrysr
dc.subjectreinforced concrete structuressr
dc.subjecthorizontally loaded masonrysr
dc.subjectnumerical modellingsr
dc.titleInvestigation of the seismic behaviour of infill masonry using numerical modelling approachessr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.citation.issue3064
dc.type.versionpublishedVersionsr


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