Deflections of reinforced concrete beams with web openings

Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65385

DC Field	Value
dc.title	Deflections of reinforced concrete beams with web openings
dc.contributor.author	Mansur, M.A.
dc.contributor.author	Huang, L.M.
dc.contributor.author	Tan, K.H.
dc.contributor.author	Lee, S.L.
dc.date.accessioned	2014-06-17T08:16:11Z
dc.date.available	2014-06-17T08:16:11Z
dc.date.issued	1992-07
dc.identifier.citation	Mansur, M.A.,Huang, L.M.,Tan, K.H.,Lee, S.L. (1992-07). Deflections of reinforced concrete beams with web openings. ACI Structural Journal 89 (4) : 391-397. ScholarBank@NUS Repository.
dc.identifier.issn	08893241
dc.identifier.uri	http://scholarbank.nus.edu.sg/handle/10635/65385
dc.description.abstract	Describes analysis at service load of reinforced concrete beams that contain large rectangular openings in the webs. In the analytical modeling, the beams are treated as structural members comprising several segments, and an equivalent stiffness has been derived for the segments traversed by the openings. The beams are then analyzed by the direct stiffness method. Results from tests of 22 beams available in the literature are compared with the calculated deflections and support reactions under service load. In general, a good agreement has been obtained.
dc.source	Scopus
dc.type	Article
dc.contributor.department	CIVIL ENGINEERING
dc.description.sourcetitle	ACI Structural Journal
dc.description.volume	89
dc.description.issue	4
dc.description.page	391-397
dc.description.coden	ASTJE
dc.identifier.isiut	NOT_IN_WOS
Appears in Collections:	Staff Publications

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