{"_buckets": {"deposit": "86b4465a-3d75-482f-a881-c9b16e5069ea"}, "_deposit": {"created_by": 7, "id": "6573", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "6573"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00006573", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2024-04-01", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "818", "bibliographicPageEnd": "416", "bibliographicPageStart": "407", "bibliographicVolumeNumber": "89", "bibliographic_titles": [{"bibliographic_title": "Journal of Structural and Construction Engineering (Transactions of AIJ)", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "To propose a method to detect pile damage, the relationships between pile cap vertical displacement and pile curvature were investigated by E-Defense shaking table tests and 3D FEM analysis. The following findings were obtained. The pile damage causes dynamic upward displacement at the bottom center of structure with rocking motion. Therefore, the pile damage can be detected from a significant increase of the upward displacement against the overturning moment, and the degree of the damage can be estimated from the amount of the upward displacement.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "Architectural Institute of Japan", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.3130/aijs.89.407"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1881-8153", "subitem_source_identifier_type": "EISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Keita SHIBATA", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Shuji TAMURA", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Hideki FUNAHARA", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Yohsuke KAWAMATA", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Kazuhiro HAYASHI", "creatorNameLang": "en"}]}]}, "item_title": "上部構造のロッキング上下動に着目したRC杭の損傷検出", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "上部構造のロッキング上下動に着目したRC杭の損傷検出", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "7", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/6573", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-04-07"}, "publish_date": "2025-04-07", "publish_status": "0", "recid": "6573", "relation": {}, "relation_version_is_last": true, "title": ["上部構造のロッキング上下動に着目したRC杭の損傷検出"], "weko_shared_id": -1}