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dc.contributor.authorGuan, Hongen_US
dc.contributor.authorY.J. Chen, Andreaen_US
dc.contributor.authorLoo, Yew-Chayeen_US
dc.contributor.editorReddy J N & Lam K Yen_US
dc.date.accessioned2017-04-24T10:39:23Z
dc.date.available2017-04-24T10:39:23Z
dc.date.issued2001en_US
dc.date.modified2009-03-20T05:31:56Z
dc.identifier.issn14658763en_US
dc.identifier.doi10.1142/S1465876301000295en_AU
dc.identifier.urihttp://hdl.handle.net/10072/4025
dc.description.abstractIn recent years there has been a growing interest worldwide in stress based topology optimization which aims at achieving least weight and more uniformly stressed designs. This paper presents the optimum topology design of arch, tied arch and cable-stayed bridges by means of the evolutionary structural optimization method (ESO). This can be accomplished by employing the evolutionary optimization scheme incorporating the principal stress criteria, thereby utilizing the available tensile and compressive materials more effectively. In addition to the stress constraint, the displacement constraint is also considered in the optimization process. Two performance index formulae have been proposed for tension- and compression-dominant designs based on the element stresses. They can be used effectively to reflect the variations of the maximum principal stresses and the design volume during the evolutionary process, hence indicating the optimum topology for the final design. The optimum designs of the aforementioned three types of bridges are investigated under various loading conditions. Further, comparisons are made between each individual design for a certain type of bridge and the performance of the design is also examined.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherImperial College Pressen_US
dc.publisher.placeUKen_US
dc.publisher.urihttp://www.worldscinet.com/ijces/ijces.shtmlen_AU
dc.relation.ispartofpagefrom199en_US
dc.relation.ispartofpageto221en_US
dc.relation.ispartofissue2en_US
dc.relation.ispartofjournalInternational Journal of Computational Engineering Scienceen_US
dc.relation.ispartofvolume2en_US
dc.subject.fieldofresearchcode290801en_US
dc.titleTopology Optimisation of Bridge Type Structures with Stress and Displacement Constraintsen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.rights.copyrightCopyright 2001 Imperial College Press. Self-archiving of the author-manuscript version is not yet supported by this publisher. Please refer to the journal link for access to the definitive, published version or contact the author for more informationen_AU
gro.date.issued2001
gro.hasfulltextNo Full Text


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