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dc.contributor.authorKodur, VKRen_US
dc.contributor.authorCheng, FPen_US
dc.contributor.authorWang, TCen_US
dc.contributor.authorSultan, MAen_US
dc.date.accessioned2014-12-08T15:41:21Z-
dc.date.available2014-12-08T15:41:21Z-
dc.date.issued2003-02-01en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://dx.doi.org/10.1061/(ASCE)0733-9445(2003)129:2(253)en_US
dc.identifier.urihttp://hdl.handle.net/11536/28135-
dc.description.abstractIn this paper, results from fire resistance experiments on five types of reinforced concrete columns are presented. The variables considered in the study include concrete strength [normal-strength concrete (NSC) and high-strength concrete (HSC)], aggregate type (siliceous and carbonate aggregate), and fiber reinforcement (steel and polypropylene fibers). Data from the study is used to determine the structural behavior of HSC columns at elevated temperatures. A comparison is made of the fire resistance performance of HSC columns with that of NSC and fiber-reinforced HSC columns. The factors that influence the thermal and structural behavior of HSC concrete columns under fire conditions are discussed. The results show that the fire resistance of a NSC column is higher than that of a HSC column. Also, the addition of polypropylene fibers and the use of carbonate aggregate improve fire resistance.en_US
dc.language.isoen_USen_US
dc.subjectfire resistanceen_US
dc.subjecthigh-strength concreteen_US
dc.subjectconcrete columnsen_US
dc.subjecttemperatureen_US
dc.subjectfiber-reinforced materialsen_US
dc.titleEffect of strength and fiber reinforcement on fire resistance of high-strength concrete columnsen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)0733-9445(2003)129:2(253)en_US
dc.identifier.journalJOURNAL OF STRUCTURAL ENGINEERING-ASCEen_US
dc.citation.volume129en_US
dc.citation.issue2en_US
dc.citation.spage253en_US
dc.citation.epage259en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000180490700014-
dc.citation.woscount38-
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