{"created":"2023-06-19T10:27:31.394670+00:00","id":6525,"links":{},"metadata":{"_buckets":{"deposit":"99d11bde-9637-4c52-adbb-e819d99abd25"},"_deposit":{"created_by":18,"id":"6525","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6525"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006525","sets":["216:408:220","46"]},"author_link":["8673","8674"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-04","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"602","bibliographicPageEnd":"202","bibliographicPageStart":"195","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":"Authors proposed a numerical model for the inelastic analysis of three-dimensional frames including L-shaped shear walls in part 1: Constitutive equations. In the present paper, We made the hysteresis model of the slip spring which was one of the plastic elements considered in this numerical model newly, based on our experimental slip data of wall bottoms. Then, we compared the analytical results applying the numerical model to L-shaped shear walls with boundary beams with our experimental data. According to the comparison result, the analysis of the numerical model expresses the main characteristics of L-shaped shear walls sufficiently.","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":"110004720633","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2006 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。","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":[{},{}]}]},"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":"aijt602_195_2006.pdf","filesize":[{"value":"859.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"aijt602_195_2006.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6525/files/aijt602_195_2006.pdf"},"version_id":"c9895f67-eb9a-4aa4-8776-ead9341b7a5a"}]},"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 shaped wall","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"elastic-plactic 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2　モデルの検証","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2　モデルの検証","subitem_title_language":"ja"},{"subitem_title":"INELASTIC MODEL OF REINFORCED CONCRETE L-SHAPED SHEAR WALLS INCLUDED IN FRAMES : Part II \"Verification of the model\"","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","220"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-06-11"},"publish_date":"2012-06-11","publish_status":"0","recid":"6525","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2　モデルの検証"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-04-01T00:24:09.201262+00:00"}