Please use this identifier to cite or link to this item:
|Title:||Deflections of reinforced concrete beams with web openings||Authors:||Mansur, M.A.
|Issue Date:||Jul-1992||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.||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.||Source Title:||ACI Structural Journal||URI:||http://scholarbank.nus.edu.sg/handle/10635/65385||ISSN:||08893241|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.