Investigation of the behavior of conventional reinforced coupling beams

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DC Field	Value	Language
dc.contributor.author	Bhunia, Dipendu	-
dc.date.accessioned	2022-12-16T02:57:17Z	-
dc.date.available	2022-12-16T02:57:17Z	-
dc.date.issued	2013	-
dc.identifier.uri	https://www.dl.begellhouse.com/journals/36ff4a142dec9609,187dae185ae729e9,2d72decb6cb97014.html	-
dc.identifier.uri	http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7882	-
dc.description.abstract	Coupled shear walls consist of two shear walls connected intermittently by beams along the height. The behavior of coupled shear walls is mainly governed by the coupling beams. The coupling beams are designed for ductile inelastic behavior in order to dissipate energy. The base of the shear walls may be designed for elastic or ductile inelastic behavior. The amount of energy dissipation depends on the yield moment capacity and plastic rotation capacity of the coupling beams. In this paper, an analytical model of the coupling beam has been developed to calculate the rotations and moment capacities of coupling beams with conventional reinforcement.	en_US
dc.language.iso	en	en_US
dc.publisher	Begell House	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Design studies	en_US
dc.subject	Computational model(s)	en_US
dc.subject	Case study/studies	en_US
dc.subject	Coupling beam	en_US
dc.title	Investigation of the behavior of conventional reinforced coupling beams	en_US
dc.type	Article	en_US
Appears in Collections:	Department of Civil Engineering

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