{"_buckets": {"deposit": "e2fcae2b-b16b-4e47-bd00-1414d432f725"}, "_deposit": {"id": "4108", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "4108"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00004108", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2014"}, "bibliographicPageEnd": "236", "bibliographicPageStart": "223", "bibliographicVolumeNumber": "32", "bibliographic_titles": [{"bibliographic_title": "Geotechnical, Geological and Earthquake Engineering", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "The seismic capacity of high-rise steel buildings is a matter of concern, particularly when they are subjected to long-period ground motions. A series of large-scale shaking table tests conducted at E-Defense disclosed fractures in beamto-column connections and represented the effects of retrofit for such high-rise steel buildings. Damage to office and residential rooms was also reproduced. © Springer Science+Business Media Dordrecht 2014.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "Kluwer Academic Publishers", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1007/978-94-017-8875-5_16"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1872-4671", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Takuya Nagae", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Takahito Inoue", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Koichi Kajiwara", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Masayoshi Nakashima", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_title": "Seismic Performance and Reinforcement of Japanese High-Rise Buildings Facing Subduction Earthquakes: E-Defense Shake Table Test", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Seismic Performance and Reinforcement of Japanese High-Rise Buildings Facing Subduction Earthquakes: E-Defense Shake Table Test", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/4108", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "4108", "relation": {}, "relation_version_is_last": true, "title": ["Seismic Performance and Reinforcement of Japanese High-Rise Buildings Facing Subduction Earthquakes: E-Defense Shake Table Test"], "weko_shared_id": -1}