Non-linear static analysis of masonry-infilled RC frames

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dc.authorscopusid24471663300
dc.authorscopusid7003399868
dc.authorscopusid55575990500
dc.authorscopusid55932078200
dc.contributor.authorKoçak, A.
dc.contributor.authorDoran, B.
dc.contributor.authorKalyoncuoglu, A.
dc.contributor.authorZengin, Başak
dc.date.accessioned2024-09-11T19:59:06Z
dc.date.available2024-09-11T19:59:06Z
dc.date.issued2013
dc.departmentİstanbul Gelişim Üniversitesien_US
dc.descriptionADINA; Anglo American Corporation; The National Research Foundation of South Africa; The South African National Roads Agency Limiteden_US
dc.description5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013 -- 2 September 2013 through 4 September 2013 -- Cape Town -- 101169en_US
dc.description.abstractA common type of construction is low-rise and mid-rise reinforced concrete buildings with unreinforced masonry walls which are usually referred to as infill walls filling the spaces bounded by their structural frames. The effect of these walls may be ignored if the frame is to be designed against gravity. However, ignoring the effect of infill walls against seismic loads may lead to a highly vulnerable situation under earthquake motions. Therefore, in non-linear analysis, this effect should be taken into account in numerical model using equivalent diagonal strut approaches for accurate solution. This study aims to explore the effect of masonry-infilled frame on the non-linear static analysis. In this context, non-linear static analysis (pushover) has been performed based on FEMA 356 for these approaches separately. Besides, the effect of thickness of the wall on the lateral response is also studied. Results show that frames with unreinforced masonry walls infills generally enhance lateral capacity and energy dissipation. © 2013 Taylor & Francis Group.en_US
dc.identifier.doi10.1201/b15963-340
dc.identifier.endpage1894en_US
dc.identifier.isbn978-113800061-2en_US
dc.identifier.scopus2-s2.0-84889030427en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage1889en_US
dc.identifier.urihttps://doi.org/10.1201/b15963-340
dc.identifier.urihttps://hdl.handle.net/11363/8635
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTaylor and Francis - Balkemaen_US
dc.relation.ispartofResearch and Applications in Structural Engineering, Mechanics and Computation - Proceedings of the 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmz20240903_Gen_US
dc.subjectConcrete buildings; Earthquakes; Energy dissipation; Infill drilling; Masonry construction; Mechanics; Reinforced concrete; Retaining walls; Static analysis; Structural analysis; Structural frames; Earthquake motion; Equivalent diagonal struts; Lateral capacity; Lateral response; Masonry infilled frames; Masonry-infilled rc frames; Non-linear static analysis; Un-reinforced masonry walls; Walls (structural partitions)en_US
dc.titleNon-linear static analysis of masonry-infilled RC framesen_US
dc.typeConference Objecten_US

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