ログイン
言語:

WEKO3

  • トップ
  • コミュニティ
  • ランキング
AND
To
lat lon distance
To

Field does not validate



インデックスリンク

インデックスツリー

メールアドレスを入力してください。

WEKO

One fine body…

WEKO

One fine body…

アイテム

{"_buckets": {"deposit": "cf1d0232-772b-4a17-9eda-e3f2694f6688"}, "_deposit": {"id": "7378", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "7378"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00007378", "sets": ["1:87"]}, "author_link": ["44832", "37671", "37667", "37668", "37669"], "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_biblio_info_186": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2006-08", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "9", "bibliographicPageEnd": "74", "bibliographicPageStart": "63", "bibliographic_titles": [{"bibliographic_title": "Journal of Applied Mechanics"}]}]}, "item_3_description_184": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "This paper presents structural damage detection method based on changes in Transfer Function Estimate (TFE) for detecting damage, predicting its location and monitoring the growth in damage. This method assumes that the displacement or the acceleration response time histories at various locations along the structure both before and after damage are available for damage assessment These responses are used to estimate TFE. The change of TFE between the baseline state and the current state is then used to identify the location of possible damage in the structure. TI1e method is applied to the experimental and numerical data obtained from a railway steel bridge that is no longer in service. Several damage scenarios were introduced to the main girder of the test structure. Results show the method can be used to detect the damage, determine the exact location and measure the growth in damage with very good accuracy. The use of piezoelectric actuators as a local excitation source for large structures such as steel bridges is also presented. Experimental and numerical results show that the proposed approach may be successfully implemented on-line to detect the damage and to locate regions where damage occurred.", "subitem_description_type": "Abstract"}]}, "item_3_description_194": {"attribute_name": "\u30d5\u30a9\u30fc\u30de\u30c3\u30c8", "attribute_value_mlt": [{"subitem_description": "application/pdf", "subitem_description_type": "Other"}]}, "item_3_full_name_183": {"attribute_name": "\u8457\u8005\u5225\u540d", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "44832", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "30113715", "nameIdentifierScheme": "KAKEN", "nameIdentifierURI": "https://nrid.nii.ac.jp/ja/nrid/1000030113715 "}], "names": [{"name": "\u4e09\u4e0a, \u4fee\u4e00", "nameLang": "ja"}]}, {"nameIdentifiers": [{"nameIdentifier": "37671", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "\u5927\u5cf6, \u4fca\u4e4b", "nameLang": "ja"}]}]}, "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": "Beskhyroun, Sherif", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "37667", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Mikami, Shuichi", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "37668", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Oshima, Toshiyuki", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "37669", "nameIdentifierScheme": "WEKO"}]}]}, "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", "download_preview_message": "", "file_order": 0, "filename": "8672248-3.pdf", "filesize": [{"value": "1.5 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 1500000.0, "url": {"label": "8672248-3.pdf", "url": "https://kitami-it.repo.nii.ac.jp/record/7378/files/8672248-3.pdf"}, "version_id": "d9eccf11-609e-4405-b332-0c9a88ef7347"}]}, "item_keyword": {"attribute_name": "\u30ad\u30fc\u30ef\u30fc\u30c9", "attribute_value_mlt": [{"subitem_subject": "Damage detection", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Modal parameters", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Health monitoring", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Transfer Function", "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": "Nondestructive damage detection scheme for steel bridges", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "Nondestructive damage detection scheme for steel bridges", "subitem_title_language": "en"}]}, "item_type_id": "3", "owner": "1", "path": ["1/87"], "permalink_uri": "https://kitami-it.repo.nii.ac.jp/records/7378", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2010-02-23"}, "publish_date": "2010-02-23", "publish_status": "0", "recid": "7378", "relation": {}, "relation_version_is_last": true, "title": ["Nondestructive damage detection scheme for steel bridges"], "weko_shared_id": -1}
  1. 学術雑誌掲載済論文
  2. 洋雑誌

Nondestructive damage detection scheme for steel bridges

https://kitami-it.repo.nii.ac.jp/records/7378
07d007ec-ea8e-4395-a801-9ce580045550
名前 / ファイル ライセンス アクション
8672248-3.pdf 8672248-3.pdf (1.5 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2010-02-23
タイトル
言語 en
タイトル Nondestructive damage detection scheme for steel bridges
言語
言語 eng
キーワード
主題Scheme Other
主題 Damage detection
キーワード
主題Scheme Other
主題 Modal parameters
キーワード
主題Scheme Other
主題 Health monitoring
キーワード
主題Scheme Other
主題 Transfer Function
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ journal article
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
著者 Beskhyroun, Sherif

× Beskhyroun, Sherif

WEKO 37667

en Beskhyroun, Sherif

Search repository
Mikami, Shuichi

× Mikami, Shuichi

WEKO 37668

en Mikami, Shuichi

Search repository
Oshima, Toshiyuki

× Oshima, Toshiyuki

WEKO 37669

en Oshima, Toshiyuki

Search repository
著者別名
姓名
姓名 三上, 修一
言語 ja
著者別名
姓名
姓名 大島, 俊之
言語 ja
抄録
内容記述タイプ Abstract
内容記述 This paper presents structural damage detection method based on changes in Transfer Function Estimate (TFE) for detecting damage, predicting its location and monitoring the growth in damage. This method assumes that the displacement or the acceleration response time histories at various locations along the structure both before and after damage are available for damage assessment These responses are used to estimate TFE. The change of TFE between the baseline state and the current state is then used to identify the location of possible damage in the structure. TI1e method is applied to the experimental and numerical data obtained from a railway steel bridge that is no longer in service. Several damage scenarios were introduced to the main girder of the test structure. Results show the method can be used to detect the damage, determine the exact location and measure the growth in damage with very good accuracy. The use of piezoelectric actuators as a local excitation source for large structures such as steel bridges is also presented. Experimental and numerical results show that the proposed approach may be successfully implemented on-line to detect the damage and to locate regions where damage occurred.
書誌情報 Journal of Applied Mechanics

号 9, p. 63-74, 発行日 2006-08
フォーマット
内容記述タイプ Other
内容記述 application/pdf
出版者
出版者 社団法人 土木学会
著者版フラグ
値 publisher
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
戻る
0
views
See details
Views

Versions

Ver.1 2021-03-01 06:41:53.184291
Show All versions

Share

Mendeley CiteULike Twitter Facebook Print Addthis

Cite as

Export

OAI-PMH
  • OAI-PMH JPCOAR
  • OAI-PMH DublinCore
  • OAI-PMH DDI
Other Formats
  • JSON
  • BIBTEX

Confirm


Powered by CERN Data Centre & Invenio


Powered by CERN Data Centre & Invenio