Please use this identifier to cite or link to this item: http://cmuir.cmu.ac.th/jspui/handle/6653943832/49963
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dc.contributor.authorChayanon Hansapinyoen_US
dc.date.accessioned2018-09-04T04:21:01Z-
dc.date.available2018-09-04T04:21:01Z-
dc.date.issued2011-07-05en_US
dc.identifier.issn10226680en_US
dc.identifier.other2-s2.0-79959794424en_US
dc.identifier.other10.4028/www.scientific.net/AMR.255-260.198en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=79959794424&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/49963-
dc.description.abstractThis paper presents an experimental study on the response of 18 concrete-filled cold-formed square hollow and double-C steel stub columns under cyclic and repeated loading. The test parameters were (1) infilled materials, i.e. No fill, concrete infilled and mortar infilled columns (2) cross sectional shape and dimension. The effect of lips in double-c section as inside stiffeners is presented. The cyclic tested results indicate the infilled columns possess higher bearing capacity, especially infilled materials with higher strength and non-compact section columns. However, there is no different in ultimate tensile. Moreover, the infilled columns showed larger area under post-yield hysteretic loops leading to better seismic performance. Failure of columns was modified in which the failure mode was shifted from the in-outward local buckling into the outward manner, consequently resulted to higher bearing capacity. © (2011) Trans Tech Publications, Switzerland.en_US
dc.subjectEngineeringen_US
dc.titleResponses of concrete-filled cold-formed square hollow and double-C steel stub columns under cyclic and repeated loadingsen_US
dc.typeBook Seriesen_US
article.title.sourcetitleAdvanced Materials Researchen_US
article.volume255-260en_US
article.stream.affiliationsChiang Mai Universityen_US
Appears in Collections:CMUL: Journal Articles

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