Optimal design of tie-beams

Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65934

DC Field	Value
dc.title	Optimal design of tie-beams
dc.contributor.author	Thevendran, V.
dc.contributor.author	Wang, C.M.
dc.date.accessioned	2014-06-17T08:22:20Z
dc.date.available	2014-06-17T08:22:20Z
dc.date.issued	1986
dc.identifier.citation	Thevendran, V.,Wang, C.M. (1986). Optimal design of tie-beams. International Journal of Solids and Structures 22 (11) : 1343-1356. ScholarBank@NUS Repository.
dc.identifier.issn	00207683
dc.identifier.uri	http://scholarbank.nus.edu.sg/handle/10635/65934
dc.description.abstract	The paper concerns the determination of the optimal cross-sectional area distribution of a simply supported tie-beam that minimizes the maximum deflection, subject to: (a) a volume constraint, and (b) the longitudinal elongation of the tie-beam not exceeding a given value. The transverse load distribution considered is symmetrical about the mid-span of the tie-beam. The solution to the problem is obtained directly by two independent approaches. © 1986.
dc.source	Scopus
dc.type	Article
dc.contributor.department	CIVIL ENGINEERING
dc.description.sourcetitle	International Journal of Solids and Structures
dc.description.volume	22
dc.description.issue	11
dc.description.page	1343-1356
dc.identifier.isiut	NOT_IN_WOS
Appears in Collections:	Staff Publications

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