{"created":"2023-05-15T10:00:56.830301+00:00","id":5415,"links":{},"metadata":{"_buckets":{"deposit":"e664b1ea-0f35-40f4-95f6-a8ec0699839b"},"_deposit":{"created_by":5,"id":"5415","owner":"5","owners":[5],"pid":{"revision_id":0,"type":"depid","value":"5415"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005415","sets":["73","73:27"]},"author_link":["29342","13413","29196","29313"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-08","bibliographicIssueDateType":"Issued"},"bibliographicVolumeNumber":"1","bibliographic_titles":[{"bibliographic_title":"13WCEE"},{"bibliographic_title":"13th World Conference on Earthquake Engineering","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this study, the time-history analysis procedure is elaborately carried out for a truss bridge by identifying the actual structural vibrating characteristics measured by on-site tests and employing the input ground motions at different sites converted from the motions recorded at other observation spot. This procedure is first validated by simulating the seismic behavior of a deck-type truss bridge subjected to a moderate earthquake （M5.7） happened near the bridge in 2002. Then an extreme earthquake （M7.5） is assumed on the basis of ground motions recorded in the moderate earthquake, and the corresponding seismic responses of the bridge are predicted, by consistently estimating the ground motions at hypocenter with assumption of the ground faults and formulating ground motions at the site with consideration of spreading procedure from the hypocenter.","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":"Nonaka, Tetsuya","creatorNameLang":"en"},{"creatorName":"野中, 哲也","creatorNameLang":"ja"},{"creatorName":"ノナカ, テツヤ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Nonaka","familyNameLang":"en"},{"familyName":"野中","familyNameLang":"ja"},{"familyName":"ノナカ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Tetsuya","givenNameLang":"en"},{"givenName":"哲也","givenNameLang":"ja"},{"givenName":"テツヤ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29313","nameIdentifierScheme":"WEKO"}]},{"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":[{"familyName":"Harada","familyNameLang":"en"},{"familyName":"原田","familyNameLang":"ja"},{"familyName":"ハラダ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Takanori","givenNameLang":"en"},{"givenName":"隆典","givenNameLang":"ja"},{"givenName":"タカノリ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"13413","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Zheng, Yi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29196","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Wang, Hongze","creatorNameLang":"en"},{"creatorName":"王, 宏沢","creatorNameLang":"ja"},{"creatorName":"オウ, コウタク","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Wang","familyNameLang":"en"},{"familyName":"王","familyNameLang":"ja"},{"familyName":"オウ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Hongze","givenNameLang":"en"},{"givenName":"宏沢","givenNameLang":"ja"},{"givenName":"コウタク","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29342","nameIdentifierScheme":"WEKO"}]}]},"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":"elaborat_2004_harada.pdf","filesize":[{"value":"5.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5415/files/elaborat_2004_harada.pdf"},"version_id":"1abc1efd-0da4-4e81-b76e-7515fd0c23ab"}]},"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 article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"Elaborate Simulation And Prediction Of Seismic Behavior Of A Truss Bridge","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Elaborate Simulation And Prediction Of Seismic Behavior Of A Truss Bridge","subitem_title_language":"en"}]},"item_type_id":"10001","owner":"5","path":["73","27"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2020-06-21"},"publish_date":"2020-06-21","publish_status":"0","recid":"5415","relation_version_is_last":true,"title":["Elaborate Simulation And Prediction Of Seismic Behavior Of A Truss Bridge"],"weko_creator_id":"5","weko_shared_id":2},"updated":"2023-09-06T06:52:56.965107+00:00"}