{"created":"2023-05-15T10:00:57.679140+00:00","id":5435,"links":{},"metadata":{"_buckets":{"deposit":"8af7eba7-1791-4842-8c61-8f3c427c9642"},"_deposit":{"created_by":5,"id":"5435","owner":"5","owners":[5],"pid":{"revision_id":0,"type":"depid","value":"5435"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005435","sets":["73","73:27"]},"author_link":["13413"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"18","bibliographicPageStart":"13","bibliographic_titles":[{"bibliographic_title":"Joint Workshop on US-Japan Cooperative Research in Urban Earthquake"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Because the eathquake ground motions near a fault are quite complex in time and space by showing the vortexes of waves, it may be considered to be appropriate that a response analysis of long structures, for example, buried pipeline, is performed on the basis of three dimensional model. In this paper a three dimensional nonlinear response analysis of buried pipeline near a strike slip fault is performed, and its results are compared with those of the static analysis where the permanent ground deformations near a fault are subjected to the pipeline. The input earthquake ground motions are simulated by a stiffness matrices based formulation of seismic waves in stratified media with an extended seismic source.","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":"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"}]}]},"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":"kinematic_2003_harada.pdf","filesize":[{"value":"790.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5435/files/kinematic_2003_harada.pdf"},"version_id":"3a06deef-5733-413a-bc82-43527bda0baf"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"earthquake ground motions, kinematical seismic source model, dynamic response, buried pipeline","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 article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"Kinematic Response Analysis Of Steel Pipeline Near A Fault","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Kinematic Response Analysis Of Steel Pipeline Near A Fault","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":"5435","relation_version_is_last":true,"title":["Kinematic Response Analysis Of Steel Pipeline Near A Fault"],"weko_creator_id":"5","weko_shared_id":2},"updated":"2023-09-03T07:04:52.852846+00:00"}