{"created":"2023-05-15T16:32:06.961850+00:00","id":3832,"links":{},"metadata":{"_buckets":{"deposit":"8684eec6-30a5-4f5c-9239-7a2134613746"},"_deposit":{"created_by":2,"id":"3832","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"3832"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00003832","sets":["14:15:16:259"]},"author_link":["15521","15525","15523","15526","15522","15524"],"item_3_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Evaluation Method for Lateral Load Carrying Capacities of RC Structural Walls with Damage Control Technology"}]},"item_3_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"88","bibliographicPageEnd":"60","bibliographicPageStart":"54","bibliographicVolumeNumber":"47","bibliographic_titles":[{"bibliographic_title":"長崎大学大学院工学研究科研究報告"},{"bibliographic_title":"Reports of Graduate School of Engineering, Nagasaki University","bibliographic_titleLang":"en"}]}]},"item_3_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The authors have been developing a new structural wall with damage control capacities which\ninclude clack-preventing and self-centering for multi-stories buildings in seismic area. When reinforced concrete structural walls failed in large-scale earthquakes，the walls were damaged with apparent clacks. In order to prevent its severe cracks，we proposed to make slits laterally at both sides of lower end of the wall，and conducted cyclic loading tests of the walls. Although the load-deformation relations were\nobtained as the typical flexural-failure，the appearances of the specimens did not have significant cracks after the tests. The lateral slits at the bottom of the structural wall decreases its flexural c apacity and lateral stiffness to keep no clacks on the surface of the wall after cyclic loading. The maximum strengths\nare discussed from the points of views of flexural and shearing capacities of the ten test specimens which were already reported on our previous papers. The strengths are estimated by full plastic bendingmoments of the section of the end of the structural wall without considering the strength deterioration by shearing force. The clack-preventing capacity shown by the test results of our proposed wall gives the advantage to the design against shearing force effectively.","subitem_description_type":"Abstract"}]},"item_3_description_64":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"長崎大学大学院工学研究科研究報告, 47(88), pp.54-60; 2017","subitem_description_type":"Other"}]},"item_3_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"15524","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Tanaka, Yuki"}]},{"nameIdentifiers":[{"nameIdentifier":"15525","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Matsuki, Takashi"}]},{"nameIdentifiers":[{"nameIdentifier":"15526","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakahara, Hiroyuki"}]}]},"item_3_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"長崎大学大学院工学研究科"}]},"item_3_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12601998","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18805574","subitem_source_identifier_type":"ISSN"}]},"item_3_text_62":{"attribute_name":"sortkey","attribute_value_mlt":[{"subitem_text_value":"09"}]},"item_3_text_63":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Graduate School of Engineering, Nagasaki University"}]},"item_3_version_type_16":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"田中, 裕紀"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"松木, 貴志"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中原, 浩之"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-21"}],"displaytype":"detail","filename":"47_88_9.pdf","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"47_88_9.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/3832/files/47_88_9.pdf"},"version_id":"1be1fe49-fd8d-47ec-a061-288e53cbbb51"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"flexural capacity","subitem_subject_scheme":"Other"},{"subitem_subject":"shearing capacity","subitem_subject_scheme":"Other"},{"subitem_subject":"full plastic moment","subitem_subject_scheme":"Other"},{"subitem_subject":"clack-preventing capacity","subitem_subject_scheme":"Other"},{"subitem_subject":"self-centering capacity","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"損傷制御機能を有する鉄筋コンクリート造連層耐震壁の水平耐力評価に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"損傷制御機能を有する鉄筋コンクリート造連層耐震壁の水平耐力評価に関する研究"}]},"item_type_id":"3","owner":"2","path":["259"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-01-30"},"publish_date":"2017-01-30","publish_status":"0","recid":"3832","relation_version_is_last":true,"title":["損傷制御機能を有する鉄筋コンクリート造連層耐震壁の水平耐力評価に関する研究"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T03:28:19.509727+00:00"}