1. ScholarBank@NUS
  2. 1. Staff
  3. Staff Publications
Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65805
DC FieldValue
dc.titleMicrocomputer analysis of axisymmetric shell structures subjected to axisymmetric loading
dc.contributor.authorThambiratnam, D.P.
dc.contributor.authorPulmano, V.A.
dc.contributor.authorTinloi, F.
dc.date.accessioned2014-06-17T08:20:51Z
dc.date.available2014-06-17T08:20:51Z
dc.date.issued1989-07
dc.identifier.citationThambiratnam, D.P.,Pulmano, V.A.,Tinloi, F. (1989-07). Microcomputer analysis of axisymmetric shell structures subjected to axisymmetric loading. Transactions of the Institution of Engineers, Australia. Civil engineering CE31 (2) : 73-78. ScholarBank@NUS Repository.
dc.identifier.issn08190259
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65805
dc.description.abstractA simple finite element analysis of axisymmetrically loaded shells of revolution is presented herein, using the beam on elastic foundation analogy. The analysis requires very few elements and can be easily programmed on a microcomputer. Numerical examples are presented and the results are in good agreement with those from available solutions.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleTransactions of the Institution of Engineers, Australia. Civil engineering
dc.description.volumeCE31
dc.description.issue2
dc.description.page73-78
dc.description.codenTEACD
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.