STRENGTH AND DEFORMABILITY OF MASONRY FROM TECHNOLOGICAL LOADS AND TEMPERATURE AND CLIMATIC INFLUENCES DURING THE CONSTRUCTION OF BUILDINGS

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dc.creatorPayzullayevna, Sanayeva Nargiza
dc.creatorZarina, Davronova
dc.date2023-04-29
dc.date.accessioned2023-08-21T13:05:07Z
dc.date.available2023-08-21T13:05:07Z
dc.descriptionIn the article, stone layers, which usually have a higher elastic modulus than the mortar, should receive less transverse expansion, and the mortar more.en-US
dc.formatapplication/pdf
dc.identifierhttps://procedia.online/index.php/applied/article/view/575
dc.identifier.urihttp://dspace.umsida.ac.id/handle/123456789/23298
dc.languageeng
dc.publisherPROCEDIA PUBLISH GROUPen-US
dc.relationhttps://procedia.online/index.php/applied/article/view/575/508
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceProcedia of Theoretical and Applied Sciences ; Vol. 6 (2023): Procedia of Theoretical and Applied Sciences (2795-5621); 96-98en-US
dc.source2795-5621
dc.subjectConstructionen-US
dc.subjectstrengthen-US
dc.subjectseismicen-US
dc.subjectmasonryen-US
dc.subjectmortaren-US
dc.subjectmaterialen-US
dc.subjecttemperatureen-US
dc.subjecthumidityen-US
dc.titleSTRENGTH AND DEFORMABILITY OF MASONRY FROM TECHNOLOGICAL LOADS AND TEMPERATURE AND CLIMATIC INFLUENCES DURING THE CONSTRUCTION OF BUILDINGSen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US
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