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dc.creatorYardim, Yavuz
dc.creatorKoroglu, Mehmet Alpaslan
dc.date2020-12-25
dc.identifierhttp://revistadelaconstruccion.uc.cl/index.php/RDLC/article/view/rdlc.19.3.213
dc.identifier10.7764/rdlc.19.3.213-223
dc.descriptionThis study investigates the necessary norms of precast slabs connections experimentally in order to adapt and suggest a new connection system for existing composite masonry floor. In order to check the system security, full size precast slab tests performed for both slab-beam-slab (SBS) connection and slab-slab (SS) connection. Slabs, designed with the norms of standards and information from literature, were tested under distributed loads. It has been experimentally proved that the offered SBS connection successfully improved the performance the proposed slab floors.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherEscuela de Construcción Civil de la Pontificia Universidad Católica de Chileen-US
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/RDLC/article/view/rdlc.19.3.213/21479
dc.rightsCopyright (c) 2020 Yavuz Yardim, Mehmet Alpaslan Korogluen-US
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/4.0en-US
dc.sourceRevista de la Construcción. Journal of Construction; Vol. 19 No. 3 (2020): Revista de la Construcción. Journal of Construction; 213-223en-US
dc.source0718-915X
dc.subjectCompositeen-US
dc.subjectFerrocementen-US
dc.subjectPrecast slaben-US
dc.subjectMasonaryen-US
dc.titleAn experimental study on the performance of precast ferrocement panel for composite masonry slab systemsen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeresarchearticleen-US


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