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dc.contributor.authorKishida, Shinji
dc.contributor.authorMukai, Tomohisa
dc.date.accessioned2023-01-18T15:48:35Z
dc.date.available2023-01-18T15:48:35Z
dc.date.issued2022
dc.identifier.citationActa Polytechnica. 2022, vol. 33, no. , p. 300-308.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/106301
dc.description.abstractCurrently, there is no research and few valid experiments of pile caps. And shear failure mechanism of a pile, exterior column and foundation beam and pile caps in RC structure is not resolved yet under bi-lateral loading. Therefore, a performance evaluation method based on mechanical behaviour for pile caps has not been established. First, the fracture type was specified from the experimental results. Secondary, the ultimate strength formula of the pile cap was proposed based on the previous experimental results. It is a theoretical formula based on the truss-arch theory. It was confirmed that this formula can accurately evaluate the ultimate strength of the pile cap.en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/8019
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.titleSuggestion of ultimate strength formulas of partial frame pile cap composed of exterior column, foundation beam and pile
dc.typearticleen
dc.date.updated2023-01-18T15:48:36Z
dc.identifier.doi10.14311/APP.2022.33.0300
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Except where otherwise noted, this item's license is described as Creative Commons Attribution 4.0 International License