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dc.contributor.authorReyes Viñas, Orlando Rodolfo
dc.contributor.authorMartínez Cid, Janet Otmara
dc.contributor.authorFundora Sautié, Nelson
dc.date.accessioned2026-08-20T12:08:54Z
dc.date.available2026-08-20T12:08:54Z
dc.date.copyright2025/06/24
dc.date.issued2025
dc.identifier.otherJSDCCC.SCENG-1720.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313150
dc.description.abstractAbstractIn the structural response of masonry prisms under compression, the relationship between the unit compressive strength and the bedding mortar determines, in addition to its behavior, its form of failure. Research has shown that, depending on the ...Practical ApplicationsIn Cuba, the masonry structure based on load-bearing walls constitutes one of the most used structural typologies. The most widespread type of unit is the hollow concrete block, with a wide variability in terms of its geometric ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStress–Strain Analysis of Hollow Concrete Blocks Masonry Prisms
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue4
dc.journal.titleJournal of Structural Design and Construction Practice
dc.identifier.doi10.1061/JSDCCC.SCENG-1720
dc.journal.fristpage04025071-1
dc.journal.lastpage04025071-15
dc.page15
dc.treeJournal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 004
dc.contenttypeFulltext


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