1. Ktisis Cyprus University of Technology
  2. Cyprus University of Technology (Research Output)
  3. Άρθρα/Articles
Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/29484
DC FieldValueLanguage
dc.contributor.authorGuanghui, Li-
dc.contributor.authorChenyu, Liu-
dc.contributor.authorLaounifuliao, Tuo-
dc.contributor.authorOnoufriou, Toula-
dc.date.accessioned2023-06-23T08:47:36Z-
dc.date.available2023-06-23T08:47:36Z-
dc.date.issued2004-
dc.identifier.citationJournal of Zhengzhou University(Engineering Science), 2004, vol. 25, iss. 1, pp. 16-21en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14279/29484-
dc.description.abstractA new method aiming to incorporate the response surface method (RSM) into the computation of the system reliability for composite bridges is proposed in this paper. The nonlinear finite element analysis program is first used to analyze the ultimate capacity of bridge structure on the basis of experimental design, and then, the response surface method is applied to obtain the response surface of the system capacity of the bridge. At last, system reliability results are got with the aid of the universal probability analysis program. The validity of the proposed method has been examined through the computation of the system reliability of a single-span composite bridge.en_US
dc.language.isoenen_US
dc.subjectbridgesen_US
dc.titleResponse surface method and its application in system reliability analysis of bridgesen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.urlhttps://scholar.google.com/scholar?cluster=9734513828699815464&hl=en&oi=scholarren
dc.relation.issue1en_US
dc.relation.volume25en_US
cut.common.academicyear2003-2004en_US
dc.identifier.externalKzZ8RZgAAAAJ:QIV2ME_5wuYCen
dc.identifier.spage16en_US
dc.identifier.epage21en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.languageiso639-1en-
item.fulltextNo Fulltext-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-3361-1567-
crisitem.author.parentorgFaculty of Engineering and Technology-
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