{"created":"2023-03-30T09:21:17.781641+00:00","id":2924,"links":{},"metadata":{"_buckets":{"deposit":"e30a85df-eca1-4e90-8b37-ce5d40f1e347"},"_deposit":{"id":"2924","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2924"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00002924","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2021-02-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"22","bibliographicPageStart":"1","bibliographic_titles":[{"bibliographic_title":"Journal of Earthquake Engineering","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Shake-table tests of a 3-story reinforced concrete building with cladding casted to be monolithic with frame elements, with seismic slits or cut reinforcing bars present in some cladding elements to ensure a desirable deformation mechanism, was performed at E-Defense to evaluate its post-disaster functionality. The building satisfied response objectives; behaving elastically with 0.33% drift or less during a “severe earthquake motion” defined in the Japanese Building Standard Law, and has a base shear capacity coefficient greater than 0.55. However, the damage was greater than expected due to deformations concentrating on a few cracks, resulting in continuous functionality not necessarily being achieved.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Informa UK Limited","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1080/13632469.2020.1865219"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1559-808X","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Trevor Zhiqing Yeow","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Koichi Kusunoki","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Izumi Nakamura","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Yo Hibino","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Satoru Fukai","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Walid Ahmad Safi","creatorNameLang":"en"}]}]},"item_title":"E-Defense Shake-table Test of a Building Designed for Post-disaster Functionality","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"E-Defense Shake-table Test of a Building Designed for Post-disaster Functionality","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":"2924","relation_version_is_last":true,"title":["E-Defense Shake-table Test of a Building Designed for Post-disaster Functionality"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-07T10:26:18.495422+00:00"}