{"created":"2023-06-19T10:27:06.054741+00:00","id":5929,"links":{},"metadata":{"_buckets":{"deposit":"533491cd-09b4-4877-ba15-358c8c8fcf43"},"_deposit":{"created_by":18,"id":"5929","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5929"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005929","sets":["216:408:220","46"]},"author_link":["27055","26460","8673","8674"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-05","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"543","bibliographicPageEnd":"136","bibliographicPageStart":"129","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":"The analytical modeling of L-shaped shear walls has been presented in part I: Theoretical Model. The results of an experimental program concemed with the response of reinforced concrete L-shaped shear walls with the analysis obtained from the proposed model are presented in this paper. Also, some considerations and remarks are proposed for the computation procedure of the model. In this paper, simple and effective hysteretic models are proposed to simulate the unloading and reloading behavior of axial force-plastic deformations. It has been confirmed that the model is capable of simulating the most important aspects of the reversal loading behavior.","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":"110004304051","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2001 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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Mitsuo","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"小島, 雅樹","creatorNameLang":"ja"},{"creatorName":"KOJIMA, Masaki","creatorNameLang":"en"},{"creatorName":"コジマ, マサキ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"伊藤, 政利","creatorNameLang":"ja"},{"creatorName":"ITO, Masatoshi","creatorNameLang":"en"},{"creatorName":"イトウ, マサトシ","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":"aijt543_129_2001.pdf","filesize":[{"value":"722.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"aijt543_129_2001.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/5929/files/aijt543_129_2001.pdf"},"version_id":"b758c6f3-ef41-4d50-a230-03a0a7274b24"}]},"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":"曲げ変形","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"},{"subitem_subject":"flexural deformation","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":"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":"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":"NUMERICAL MODEL TO PREDICT THE 3-DIMENSIONAL CHARACTERISTICS OF REINFORCED CONCRETE L-SHAPED SHEAR WALLS Part 11 \"Verification of the model\"","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":"5929","relation_version_is_last":true,"title":["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":"2024-04-01T00:24:04.587052+00:00"}