{"created":"2023-05-15T11:43:13.525055+00:00","id":2860,"links":{},"metadata":{"_buckets":{"deposit":"8cb5e95d-1099-49a5-af4e-c5311584408c"},"_deposit":{"created_by":1,"id":"2860","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2860"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00002860","sets":["237:238:239"]},"author_link":["5518","5519"],"item_7_alternative_title_20":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"EVALUATION OF SHEAR CRACK WIDTH BASED ON SHEAR FORCE RATIO"}]},"item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-02-20","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"29","bibliographicPageEnd":"142","bibliographicPageStart":"139","bibliographicVolumeNumber":"15","bibliographic_titles":[{"bibliographic_title":"日本建築学会技術報告集"}]}]},"item_7_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"To consider the damage limit state for RC buildings, the limit value of design shear force should be established to limit the residual crack width under the boundary after an earthquake. In this paper, linear multiple regression analyses were done on the relation of crack width and shear force level for test data. Obtained estimate formulas using major parameters can estimate the residual crack width well. The relationship between the shear force level normalized by the AIJ standard capacity formulas and crack width was also examined. It is founded if the shear force of a member is limited less than the damage limit state shear force capacity,the residual crack width settles for less than 0.3mm.","subitem_description_type":"Abstract"}]},"item_7_description_40":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_7_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会"}]},"item_7_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1341-9463","subitem_source_identifier_type":"ISSN"}]},"item_7_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":"島﨑, 和司"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Shimazaki, Kazushi"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"AIJ-WG.pdf","filesize":[{"value":"913.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AIJ-WG.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2860/files/AIJ-WG.pdf"},"version_id":"91b2f27b-edbe-46be-a8cf-27786d151619"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉄筋コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"損傷評価","subitem_subject_scheme":"Other"},{"subitem_subject":"損傷限界","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断クラック","subitem_subject_scheme":"Other"},{"subitem_subject":"クラック幅","subitem_subject_scheme":"Other"},{"subitem_subject":"残留","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"Damage evaluation","subitem_subject_scheme":"Other"},{"subitem_subject":"Damage limit state","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear crack","subitem_subject_scheme":"Other"},{"subitem_subject":"Crack width","subitem_subject_scheme":"Other"},{"subitem_subject":"Residual","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"許容せん断耐力を指標としたせん断クラック幅の評価(構造)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"許容せん断耐力を指標としたせん断クラック幅の評価(構造)"}]},"item_type_id":"7","owner":"1","path":["239"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-03-05"},"publish_date":"2010-03-05","publish_status":"0","recid":"2860","relation_version_is_last":true,"title":["許容せん断耐力を指標としたせん断クラック幅の評価(構造)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-05-15T16:36:43.267841+00:00"}