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dc.contributor.authorMynarčík, Petr
dc.contributor.authorLabudková, Jana
dc.contributor.authorKoktan, Jiří
dc.date.accessioned2017-01-19T08:31:52Z
dc.date.available2017-01-19T08:31:52Z
dc.date.issued2016
dc.identifier.citationJurnal Teknologi. 2016, vol. 78, no. 5-4, p. 23-27.cs
dc.identifier.issn0127-9696
dc.identifier.issn2180-3722
dc.identifier.urihttp://hdl.handle.net/10084/116785
dc.description.abstractThe paper presents the process of a static load test on post-tensioned concrete industrial floor model in the first part and a numerical model of this task in the second part. The experimental model was designed as a cutout of a post-tensioned concrete industrial floor and the static load test was conceived as a simulation by loading the base plate of a heavy rack. The described static load test was part of a series of experiments focused on the problematics of interaction between concrete structures and subsoil and was realized at the Faculty of Civil Engineering, VSB - Technical University of Ostrava.cs
dc.format.extent542149 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherPenerbit Universiti Teknologi Malaysiacs
dc.relation.ispartofseriesJurnal Teknologics
dc.relation.urihttp://www.jurnalteknologi.utm.my/index.php/jurnalteknologi/article/view/8530cs
dc.rights© 2016 Penerbit UTM Press. All rights reservedcs
dc.subjectpost-tensioned concretecs
dc.subjectindustrial concrete floorscs
dc.subjectinteraction between the foundation slab and the subsoilcs
dc.subjectsliding jointcs
dc.subjectpre-stressing barcs
dc.titleExperimental and numerical analysis of interaction between subsoil and post-ensioned slab-on-groundcs
dc.typearticlecs
dc.rights.accessopenAccess
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume78cs
dc.description.issue5-4cs
dc.description.lastpage27cs
dc.description.firstpage23cs
dc.identifier.wos000390105600005


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