Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65934
DC FieldValue
dc.titleOptimal design of tie-beams
dc.contributor.authorThevendran, V.
dc.contributor.authorWang, C.M.
dc.date.accessioned2014-06-17T08:22:20Z
dc.date.available2014-06-17T08:22:20Z
dc.date.issued1986
dc.identifier.citationThevendran, 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.issn00207683
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65934
dc.description.abstractThe 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.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleInternational Journal of Solids and Structures
dc.description.volume22
dc.description.issue11
dc.description.page1343-1356
dc.identifier.isiutNOT_IN_WOS
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