{"created":"2023-06-19T10:27:10.146971+00:00","id":6027,"links":{},"metadata":{"_buckets":{"deposit":"44aac370-95f7-4f92-b142-60eefba3efd5"},"_deposit":{"created_by":18,"id":"6027","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6027"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006027","sets":["216:408:220","46"]},"author_link":["27055","27056","8673","8674"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-02","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"552","bibliographicPageEnd":"131","bibliographicPageStart":"125","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Generally, L-shaped shear walls are used in the RC structures. Until now, there were not many studies on the analysis method considering non-planar shear wall sections, such as L, T, U, etc.. According to the research of authors, the behavior of L-shaped shear walls is completely different from that of the plane wall. Therefore, the analysis neglecting the continuity of an orthogonal wall is unsuitable. We proposed the elastic analysis method considering the interaction between two wall panels within the L-shaped shear wall. Its elastic analysis has been developed into the inelastic analysis method for independent L-shaped shear walls. In this paper, the numerical model for inelastic analysis of a three-dimensional frame including L-shaped shear walls is reconstructed based on this inelastic analysis method, and the constitutive equations is induced.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"溝口 光男（MIZOGUCHI Mitsuo）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000181_ja.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"110004304143","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2002 日本建築学会　ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、日本建築学会の承諾が必要です。本文データは学協会の許諾に基づきCiNiiから複製したものです。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"13404202","subitem_source_identifier_type":"PISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10438559","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"511","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open 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ヤスユキ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"溝口,  光男","creatorNameLang":"ja"},{"creatorName":"ミゾグチ, ミツオ","creatorNameLang":"ja-Kana"},{"creatorName":"MIZOGUCHI, Mitsuo","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"鈴木, 友訓","creatorNameLang":"ja"},{"creatorName":"SUZUKI, Tomonori","creatorNameLang":"en"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-15"}],"displaytype":"detail","filename":"aijt552_125_2006.pdf","filesize":[{"value":"506.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"aijt552_125_2006.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6027/files/aijt552_125_2006.pdf"},"version_id":"a7d1ef84-b051-4080-b379-96d765647cbf"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉄筋コンクリート","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震壁","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"L形断面壁","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"弾塑性モデル","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"reinforced concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"earthquake resisting wall","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"L-shaped shear wall","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"elastic-plastic model","subitem_subject_language":"en","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":"一般骨組内に含まれる鉄筋コンクリートL形断面耐震壁の弾塑性部材モデル その1 構成方程式","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"一般骨組内に含まれる鉄筋コンクリートL形断面耐震壁の弾塑性部材モデル その1 構成方程式","subitem_title_language":"ja"},{"subitem_title":"INELASTIC MODEL OF REINFORCED CONCRETE L-SHAPED SHEAR WALLS INCLUDED IN FRAMES Part 1 \"Constitutive equations\"","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","220"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-07-11"},"publish_date":"2012-07-11","publish_status":"0","recid":"6027","relation_version_is_last":true,"title":["一般骨組内に含まれる鉄筋コンクリートL形断面耐震壁の弾塑性部材モデル その1 構成方程式"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-04-01T00:24:13.959311+00:00"}