{"created":"2023-05-15T12:35:21.526028+00:00","id":263,"links":{},"metadata":{"_buckets":{"deposit":"80515de5-6da3-4362-85bb-1275cedbcb87"},"_deposit":{"created_by":2,"id":"263","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"263"},"status":"published"},"_oai":{"id":"oai:kutarr.kochi-tech.ac.jp:00000263","sets":["5"]},"author_link":["1131","1130"],"item_2_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"2-58","bibliographicPageStart":"2-45","bibliographicVolumeNumber":"15","bibliographic_titles":[{"bibliographic_title":"Journal of Japan Association for Earthquake Engineering"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"A macroscopic model, macro plate model, was proposed to represent a wall member of RC walls. Both in-plane and out-of-plane behavior were considered for numerical derivations of macro plate model. For out-of-plane behavior, bending deformation was incorporated with shear deformation to consider out-of-plane deformation as same as in-plane behavior. The hysteretic behavior of macro plate model can be directly expressed by stress-strain relationships in any conventional hysteretic rules, which have been proposed by other researchers, for member level. Unless nonlinear analysis of RC walls was proposed in case of earthquake, macro plate model can be proposed for nonlinear analysis of those in case of wind and tsunami by converting distributed force to nodal force.","subitem_description_type":"Abstract"}]},"item_2_publisher_35":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本地震工学会"}]},"item_2_relation_13":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.5610/jaee.15.2_45","subitem_relation_type_select":"DOI"}}]},"item_2_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1884-6246","subitem_source_identifier_type":"ISSN"}]},"item_2_version_type_18":{"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":"LATCHAROTE, Panon"}],"nameIdentifiers":[{"nameIdentifier":"1130","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Yoshiro, KAI"}],"nameIdentifiers":[{"nameIdentifier":"1131","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-02-13"}],"displaytype":"detail","filename":"28-49.pdf","filesize":[{"value":"1.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"28-49.pdf","url":"https://kutarr.kochi-tech.ac.jp/record/263/files/28-49.pdf"},"version_id":"440d9176-13b3-4f99-970d-79a46e8e5526"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"macro plate model","subitem_subject_scheme":"Other"},{"subitem_subject":"RC walls","subitem_subject_scheme":"Other"},{"subitem_subject":"in-plane","subitem_subject_scheme":"Other"},{"subitem_subject":"out-of-plane","subitem_subject_scheme":"Other"},{"subitem_subject":"distributed force","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"NUMERICAL DERIVATIONS OF A MACROSCOPIC MODEL FOR REINFORCED CONCRETE WALLS CONSIDERING IN-PLANE AND OUT-OF-PLANE BEHAVIOR","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"NUMERICAL DERIVATIONS OF A MACROSCOPIC MODEL FOR REINFORCED CONCRETE WALLS CONSIDERING IN-PLANE AND OUT-OF-PLANE BEHAVIOR"}]},"item_type_id":"2","owner":"2","path":["5"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-03-24"},"publish_date":"2017-03-24","publish_status":"0","recid":"263","relation_version_is_last":true,"title":["NUMERICAL DERIVATIONS OF A MACROSCOPIC MODEL FOR REINFORCED CONCRETE WALLS CONSIDERING IN-PLANE AND OUT-OF-PLANE BEHAVIOR"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-05-15T13:41:09.773094+00:00"}