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dc.contributor.authorMahrous, Amgad
dc.contributor.authorAbdelRahman, Belal
dc.contributor.authorGalal, Khaled
dc.date.accessioned2026-08-20T12:16:08Z
dc.date.available2026-08-20T12:16:08Z
dc.date.copyright2025/10/15
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14196.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313298
dc.description.abstractAbstractThe design of seismic-resistant mid- to high-rise reinforced masonry (RM) buildings requires a reliable seismic force-resisting system (SFRS) that offers sufficient lateral strength and deformation capacities. Core walls are frequently selected as ...
dc.publisherAmerican Society of Civil Engineers
dc.titleQuasi-Static Cyclic Behavior of a Reinforced Masonry C-Shaped Core Wall with Boundary Elements
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue12
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14196
dc.journal.fristpage04025223-1
dc.journal.lastpage04025223-17
dc.page17
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
dc.contenttypeFulltext


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