Effect of Deformed and Plain Rebars on the Behavior of Lightly Reinforced Boundary Elements

Effect of Deformed and Plain Rebars on the Behavior of Lightly Reinforced Boundary Elements

In recent earthquakes common failure modes of lightly reinforced shear walls includes rebar fracture and out of plane buckling of boundary elements. In latest edition of ACI 318 and also latest amendment of NZS 3101-2006 to avoid rebar fracture in boundary elements, minimum longitudinal reinforcemen...

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Bibliographic Details
Main Authors:	Mohammad Ali Pourakbar, Saeed Tariverdilo
Format:	Article
Language:	English
Published:	Semnan University 2020-08-01
Series:	Journal of Rehabilitation in Civil Engineering
Subjects:	boundary element plain rebar deformed rebar rebar fracture out of plane buckling
Online Access:	https://civiljournal.semnan.ac.ir/article_4348_52c5af69c0e275b354816e55d84c1342.pdf

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