Structural behavior of rammed earth walls under lateral cyclic loading: A comparative experimental study

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dc.contributor.authorArslan, Mehmet Emin
dc.contributor.authorEmiroğlu, Mehmet
dc.contributor.authorYalama, Ahmet
dc.date.accessioned2020-04-30T23:32:15Z
dc.date.available2020-04-30T23:32:15Z
dc.date.issued2017
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionEmiroglu, Mehmet/0000-0002-0214-4986; Arslan, Mehmet Emin/0000-0002-7582-638Xen_US
dc.descriptionWOS: 000393002800045en_US
dc.description.abstractRammed earth is one of the oldest masonry construction techniques such that there are many ancient structures built of rammed earth still existing. Recently, applications Of rammed earth are encountered more often, due to its ecological advantages such as renewability, sustainability, environmental protection, insulation and use of environmentally-friendly materials. Although it has been widely used in masonry construction, knowledge related to behavior of these structures or structural members is limited. Under this circumstance, in this study, behaviors of stabilized and non-stabilized rammed earth walls were investigated comparatively with masonry brick and aerated concrete walls. For this purpose, non-stabilized, 10% cement stabilized, 10% cement stabilized with 1% glass fibers and 5% cement stabilized with 5% blast furnace slag mixtures were produced in dimensibns of 20 cm x 150 cm x 150 cm rammed earth walls. Cyclic behaviors of the rammed earth walls were compared with masonry brick and aerated concrete walls with the same dimensions by using hinged loading test set-up. Structural properties such as load carrying capacities, total energy dissipation and stiffness degradation of the masonry walls were determined by utilizing the results of cyclic loading tests. At the end of the study, it was concluded that rammed earth wall stabilized using 10% cement showed the best structural performance. Surprisingly, performance of masonry brick wall fell behind of other masonry walls, even though it is the most commonly used material in masonry constructions. (C) 2016 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [BIDEB-1002, 114M582]en_US
dc.description.sponsorshipThe authors acknowledge to the Scientific and Technological Research Council of Turkey (TUBITAK) BIDEB-1002, (Project Number: 114M582) for its financial support.en_US
dc.identifier.doi10.1016/j.conbuildmat.2016.12.093en_US
dc.identifier.endpage442en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage433en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2016.12.093
dc.identifier.urihttps://hdl.handle.net/20.500.12684/4662
dc.identifier.volume133en_US
dc.identifier.wosWOS:000393002800045en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofConstruction And Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectRammed earthen_US
dc.subjectMasonry wallsen_US
dc.subjectStabilizationen_US
dc.subjectCyclic behavioren_US
dc.subjectHinged test setupen_US
dc.titleStructural behavior of rammed earth walls under lateral cyclic loading: A comparative experimental studyen_US
dc.typeArticleen_US

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