{"created":"2023-03-31T01:44:55.783535+00:00","id":4108,"links":{},"metadata":{"_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"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"4108","relation_version_is_last":true,"title":["Seismic Performance and Reinforcement of Japanese High-Rise Buildings Facing Subduction Earthquakes: E-Defense Shake Table Test"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-31T01:44:58.833942+00:00"}