1. Kyoto University Research Information Repository
  2. 090_Graduate School of Engineering
  3. Memoirs of the Faculty of Engineering, Kyoto University
  4. Vol.13 No.2
Access count of this item: 28

    Please use this identifier to cite or link to this item: http://hdl.handle.net/2433/280231
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dc.contributor.authorKONISHI, Ichiroen
dc.contributor.authorGOTO, Hisaoen
dc.date.accessioned2023-03-28T09:02:50Z-
dc.date.available2023-03-28T09:02:50Z-
dc.date.issued1951-03-31-
dc.identifier.urihttp://hdl.handle.net/2433/280231-
dc.description.abstractAs was also noted from the results of the Fukui Earthquake of June 1948, it is now quite evident that the earthquake damage of the bridge substructure decisively affects the damage of the whole bridge, directly or indirectly, with almost no exception. In view of this fact, it is attempted in this paper to make a dynamical study from both theoretical and experimental points of view on the mechanism of earthquake damages of the bridge substructure and thereby contribute to the earthquake-proof design and construction of bridge piers.en
dc.language.isoeng-
dc.publisherFaculty of Engineering, Kyoto Universityen
dc.publisher.alternative京都大学工学部ja
dc.subject.ndc500-
dc.titleA Dynamical Consideration on Earthquake Damages of Bridge Piers : First Reporten
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAA00732503-
dc.identifier.jtitleMemoirs of the Faculty of Engineering, Kyoto Universityen
dc.identifier.volume13-
dc.identifier.issue2-
dc.identifier.spage77-
dc.identifier.epage93-
dc.textversionpublisher-
dc.sortkey04-
dcterms.accessRightsopen access-
dc.identifier.pissn0023-6063-
Appears in Collections:Vol.13 No.2

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