Improved Modal Pushover Analysis for Multi-span Continuous Bridge Structures

Cited 0 time in webofscience Cited 0 time in scopus
  • Hit : 885
  • Download : 132
DC FieldValueLanguage
dc.contributor.authorKwak, Hyo-Gyoung-
dc.contributor.authorHong, Seong Jin-
dc.date.accessioned2008-09-29T08:43:19Z-
dc.date.available2008-09-29T08:43:19Z-
dc.date.created2012-02-06-
dc.date.issued2005-12-19-
dc.identifier.citationProceedings of the 18th KKCNN Symposium on Civil Engineering, v., no., pp. --
dc.identifier.urihttp://hdl.handle.net/10203/7458-
dc.languageENG-
dc.language.isoenen
dc.publisherKKCNN-
dc.titleImproved Modal Pushover Analysis for Multi-span Continuous Bridge Structures-
dc.typeConference-
dc.type.rimsCONF-
dc.citation.publicationnameProceedings of the 18th KKCNN Symposium on Civil Engineering-
dc.identifier.conferencecountryTaiwan, Province of China-
dc.identifier.conferencecountryTaiwan, Province of China-
dc.contributor.localauthorKwak, Hyo-Gyoung-
dc.contributor.nonIdAuthorHong, Seong Jin-

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0