{"created":"2023-05-15T10:00:59.671602+00:00","id":5475,"links":{},"metadata":{"_buckets":{"deposit":"9bdfec0a-cbc8-43a8-967f-fa76344cc04f"},"_deposit":{"created_by":5,"id":"5475","owner":"5","owners":[5],"pid":{"revision_id":0,"type":"depid","value":"5475"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005475","sets":["73","73:27"]},"author_link":["13412","29313","13413","20062","29419"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2012-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"447","bibliographicPageStart":"436","bibliographicVolumeNumber":"58A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The three dimensional nonlinear earthquake response behavior of a steel arch bridge near the strike slip and thrust faults are investigated. And also, the effective seismic reinforcement methods for the steel arch bridge near the faults are proposed using the nonlinear earthquake response analys. ln these analyses, the input ground motions with permanent displacements due to the fault with the Japan Meteorological Agency Magnitude M6.5, subjected to each supports of the bridge, are simulated using the stiffness matrix method where the kinematical source model and the horizontalIy layered half space are assumed. The steel arch bridge is modeled as the three dimensional nonlinear frames using the Fiber Element Method.","subitem_description_type":"Abstract"}]},"item_10001_version_type_20":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"児玉, 喜秀","creatorNameLang":"ja"},{"creatorName":"コダマ, ヨシヒデ","creatorNameLang":"ja-Kana"},{"creatorName":"Kodama, Yoshihide","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Harada, Takanori","creatorNameLang":"en"},{"creatorName":"原田, 隆典","creatorNameLang":"ja"},{"creatorName":"ハラダ, タカノリ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Nonaka, Tetsuya","creatorNameLang":"en"},{"creatorName":"野中, 哲也","creatorNameLang":"ja"},{"creatorName":"ノナカ, テツヤ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Nakamura, Masaki","creatorNameLang":"en"},{"creatorName":"中村, 真貴","creatorNameLang":"ja"},{"creatorName":"ナカムラ, マサキ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"宇佐美, 勉","creatorNameLang":"ja"},{"creatorName":"ウサミ, ツトム","creatorNameLang":"ja-Kana"},{"creatorName":"Usami, Tsutomu","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"児玉, 喜秀","creatorNameLang":"ja"},{"creatorName":"コダマ, ヨシヒデ","creatorNameLang":"ja-Kana"},{"creatorName":"Kodama, Yoshihide","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"宇佐美, 勉","creatorNameLang":"ja"},{"creatorName":"ウサミ, ツトム","creatorNameLang":"ja-Kana"},{"creatorName":"Usami, Tsutomu","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-06-21"}],"displaytype":"detail","filename":"shingendansou_2012_harada.pdf","filesize":[{"value":"8.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5475/files/shingendansou_2012_harada.pdf"},"version_id":"ea5a1726-9b0a-41dc-86c7-f623bc519df8"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"断層近傍の地震動, 鋼アーチ, 非線形動的解析, 耐震補強方法","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"ground motions near a fault, steel arch bridge, nonlinear dynamic analysis, seismic reinforcement method","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal 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