{"created":"2021-03-01T05:59:35.308658+00:00","id":7138,"links":{},"metadata":{"_buckets":{"deposit":"c4e6c530-48d6-4143-8433-90698476025d"},"_deposit":{"id":"7138","owners":[],"pid":{"revision_id":0,"type":"depid","value":"7138"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00007138","sets":["1:86"]},"author_link":["36262","36263","36264","36265"],"item_1646810750418":{"attribute_name":"\u51fa\u7248\u30bf\u30a4\u30d7","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_alternative_title":"\u30d1\u30ef\u30fc\u30b9\u30da\u30af\u30c8\u30eb\u5bc6\u5ea6\u66f2\u7dda\u306e\u5909\u5316\u3092\u7528\u3044\u305f\u69cb\u9020\u6b20\u9665\u691c\u51fa\u306e\u6570\u5024\u89e3\u6790"}]},"item_3_biblio_info_186":{"attribute_name":"\u66f8\u8a8c\u60c5\u5831","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"976","bibliographicPageStart":"965","bibliographicVolumeNumber":"51A","bibliographic_titles":[{"bibliographic_title":"\u69cb\u9020\u5de5\u5b66\u8ad6\u6587\u96c6A","bibliographic_titleLang":"ja"}]}]},"item_3_description_184":{"attribute_name":"\u6284\u9332","attribute_value_mlt":[{"subitem_description":"A change of modal characteristics can indicate structural damage. Based on changes in Power Spectral Density (PSD), this paper proposes a damage identification technique that detects damage and its location. The method is applied to a finite element model of a three span steel bridge with a concrete deck. Several damage scenarios were introduced to a main girder of the bridge. The method determined the exact damage location. In addition, the results illustrate that changes in the PSD curvature can be a useful tool for continuous monitoring of structural integrity using ambient vibration data. Furthermore, changes in the PSD curvature do not require a very fine grid of measurements to detect and locate damage effectively.","subitem_description_type":"Abstract"}]},"item_3_publisher_212":{"attribute_name":"\u51fa\u7248\u8005","attribute_value_mlt":[{"subitem_publisher":"\u793e\u56e3\u6cd5\u4eba \u571f\u6728\u5b66\u4f1a"}]},"item_3_select_195":{"attribute_name":"\u8457\u8005\u7248\u30d5\u30e9\u30b0","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"\u30a2\u30af\u30bb\u30b9\u6a29","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"\u8457\u8005","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"S., Beskhyroun","creatorNameLang":"en"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"T., Oshima","creatorNameLang":"en"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"S., Mikami","creatorNameLang":"en"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"T., Yamazaki","creatorNameLang":"en"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"\u30d5\u30a1\u30a4\u30eb\u60c5\u5831","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-22"}],"displaytype":"detail","filename":"8669692-6.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"8669692-6.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/7138/files/8669692-6.pdf"},"version_id":"b0999cc4-f87b-46ef-99bd-40b7aa977ac0"}]},"item_keyword":{"attribute_name":"\u30ad\u30fc\u30ef\u30fc\u30c9","attribute_value_mlt":[{"subitem_subject":"vibration characteristics","subitem_subject_scheme":"Other"},{"subitem_subject":"damage detection","subitem_subject_scheme":"Other"},{"subitem_subject":"modalproperties","subitem_subject_scheme":"Other"},{"subitem_subject":"health monitoring","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"\u8a00\u8a9e","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_resource_type":{"attribute_name":"\u8cc7\u6e90\u30bf\u30a4\u30d7","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"A Numerical Study of Structural Damage Dectection using Changes in the Curvature of Power Spectral Density","item_titles":{"attribute_name":"\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_title":"A Numerical Study of Structural Damage Dectection using Changes in the Curvature of Power Spectral Density","subitem_title_language":"en"},{"subitem_title":"\u30d1\u30ef\u30fc\u30b9\u30da\u30af\u30c8\u30eb\u5bc6\u5ea6\u66f2\u7dda\u306e\u5909\u5316\u3092\u7528\u3044\u305f\u69cb\u9020\u6b20\u9665\u691c\u51fa\u306e\u6570\u5024\u89e3\u6790","subitem_title_language":"ja"}]},"item_type_id":"3","owner":"1","path":["1/86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-05-09"},"publish_date":"2007-05-09","publish_status":"0","recid":"7138","relation_version_is_last":true,"title":["A Numerical Study of Structural Damage Dectection using Changes in the Curvature of Power Spectral Density"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-03-15T07:46:40.764473+00:00"}