{"created":"2023-03-31T01:59:25.175636+00:00","id":4643,"links":{},"metadata":{"_buckets":{"deposit":"42d9ef5b-a564-463f-bb58-2a0bbdb71be3"},"_deposit":{"id":"4643","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"4643"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00004643","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2013-11","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"11","bibliographicPageEnd":"1822","bibliographicPageStart":"1812","bibliographicVolumeNumber":"139","bibliographic_titles":[{"bibliographic_title":"JOURNAL OF STRUCTURAL ENGINEERING","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Large-scale shake table tests were performed at E-Defense to examine the out-of-plane stability of buckling-restrained braces (BRBs). Two specimens were subjected repeatedly to a near-fault ground motion with increasing amplification. The test specimens comprised a single-bay, single-story steel frame and a pair of BRBs placed in a chevron arrangement. The specimens were not braced at the brace-to-beam intersection in order to produce a condition where the BRBs were susceptible to out-of-plane instability. Standard BRBs were used in the first specimen, while BRBs with a flexible segment at each end of the steel core were used in the second specimen. A simple stability model predicted the BRBs in the second specimen to fail because of out-of-plane buckling. The first specimen exhibited excellent ductility during the shake table tests, while the second specimen developed severe out-of-plane deformation that compromised the ductility of the BRBs. Based on the experimental observations and the stability model, a methodology is proposed to evaluate bracing requirements at the brace-to-beam intersection.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"ASCE-AMER SOC CIVIL ENGINEERS","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1061/(ASCE)ST.1943-541X.0000767"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1943-541X","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Tsuyoshi Hikino","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Taichiro Okazaki","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":"Out-of-Plane Stability of Buckling-Restrained Braces Placed in Chevron Arrangement","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Out-of-Plane Stability of Buckling-Restrained Braces Placed in Chevron Arrangement","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":"4643","relation_version_is_last":true,"title":["Out-of-Plane Stability of Buckling-Restrained Braces Placed in Chevron Arrangement"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-08T06:07:07.171826+00:00"}