{"created":"2023-06-19T09:16:37.762505+00:00","id":29155,"links":{},"metadata":{"_buckets":{"deposit":"b887587d-5da0-455d-bc41-d92b060d45d6"},"_deposit":{"created_by":1,"id":"29155","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"29155"},"status":"published"},"_oai":{"id":"oai:kumadai.repo.nii.ac.jp:00029155","sets":["426:428"]},"author_link":["166614","166616","166615","166608","159079"],"item_16_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014-02","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"19","bibliographicPageStart":"9","bibliographicVolumeNumber":"5","bibliographic_titles":[{"bibliographic_title":"International Journal of Civil Engineering and Technology (IJCIET)"}]}]},"item_16_creator_3":{"attribute_name":"別言語の著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Wijaya, Ming Narto"}],"nameIdentifiers":[{"nameIdentifier":"166615","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"片山, 拓朗","creatorNameLang":"ja"},{"creatorName":"カタヤマ, タクロウ","creatorNameLang":"ja-Kana"},{"creatorName":"Katayama, Takuro","creatorNameLang":"en"}],"familyNames":[{"familyName":"片山","familyNameLang":"ja"},{"familyName":"カタヤマ","familyNameLang":"ja-Kana"},{"familyName":"Katayama","familyNameLang":"en"}],"givenNames":[{"givenName":"拓朗","givenNameLang":"ja"},{"givenName":"タクロウ","givenNameLang":"ja-Kana"},{"givenName":"Takuro","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"166608","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Yamao, Toshitaka"}],"nameIdentifiers":[{"nameIdentifier":"166616","nameIdentifierScheme":"WEKO"}]}]},"item_16_description_17":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_16_description_46":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"論文(Article)","subitem_description_type":"Other"}]},"item_16_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"Seismic isolation is the most important in earthquake resistant structural design. Many isolation techniques have been developed to reduce the impact of earthquake. The seismic responses of eleven-storey models of folded cantilever shear structure as a proposed structure have been studied numerically. Folded cantilever shear structure (FCSS) consist of fixed-movable-fixed supported shear sub-frames and connection rigid sub-frame which connect their sub-frames at the top. The movable sub-frame is supported by roller bearings and additional viscous damper are attached laterally between beams. In order to evaluate the efficiency of the seismic isolation system and the effect of earthquake ground motions, different structures as fixed base, rubber bearing system, and folded cantilever shear structure were analyzed. The analyses were carried out under some ground motions namely El-Centro 1940, Hachinohe 1968, and Taft 1952 earthquakes. The maximum acceleration and displacement responses for the seismic isolation were reduced generally. The main objective here is to make a comparison between the seismic isolation and fixed based structure, rather than comparing the seismic isolation within themselves. The earthquake responses are compared and results are discussed.","subitem_description_type":"Other"}]},"item_16_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"International Association for Engineering and Management Education (IAEME)"}]},"item_16_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09766308","subitem_source_identifier_type":"ISSN"}]},"item_16_subject_20":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"524","subitem_subject_scheme":"NDC"}]},"item_16_text_18":{"attribute_name":"形態","attribute_value_mlt":[{"subitem_text_value":"1241953 bytes"}]},"item_16_text_47":{"attribute_name":"資源タイプ・ローカル","attribute_value_mlt":[{"subitem_text_value":"雑誌掲載論文"}]},"item_16_text_48":{"attribute_name":"資源タイプ・NII","attribute_value_mlt":[{"subitem_text_value":"Journal Article"}]},"item_16_text_49":{"attribute_name":"資源タイプ・DCMI","attribute_value_mlt":[{"subitem_text_value":"text"}]},"item_16_text_50":{"attribute_name":"資源タイプ・ローカル表示コード","attribute_value_mlt":[{"subitem_text_value":"01"}]},"item_16_text_78":{"attribute_name":"コメント","attribute_value_mlt":[{"subitem_text_value":"【著者所属】Wijaya, Ming Narto：熊本大学大学院自然科学研究科、片山拓朗：崇城大学工学部、山尾敏孝：熊本大学大学院自然科学研究科"}]},"item_16_version_type_19":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"ウィジャヤ, ミン ナルト"}],"nameIdentifiers":[{"nameIdentifier":"166614","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"片山, 拓朗","creatorNameLang":"ja"},{"creatorName":"カタヤマ, タクロウ","creatorNameLang":"ja-Kana"},{"creatorName":"Katayama, Takuro","creatorNameLang":"en"}],"familyNames":[{"familyName":"片山","familyNameLang":"ja"},{"familyName":"カタヤマ","familyNameLang":"ja-Kana"},{"familyName":"Katayama","familyNameLang":"en"}],"givenNames":[{"givenName":"拓朗","givenNameLang":"ja"},{"givenName":"タクロウ","givenNameLang":"ja-Kana"},{"givenName":"Takuro","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"166608","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"山尾, 敏孝"},{"creatorName":"ヤマオ, トシタカ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"159079","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":"2020-03-03"}],"displaytype":"detail","filename":"IJCIET_5_2_009-019.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"IJCIET_5_2_009-019.pdf","url":"https://kumadai.repo.nii.ac.jp/record/29155/files/IJCIET_5_2_009-019.pdf"},"version_id":"a544beb7-1d8b-4dd0-acd8-1ff84cbf1b39"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Seismic Isolation","subitem_subject_scheme":"Other"},{"subitem_subject":"Folded Cantilever Shear Structure","subitem_subject_scheme":"Other"},{"subitem_subject":"Viscous Damper","subitem_subject_scheme":"Other"},{"subitem_subject":"Damping Ratio","subitem_subject_scheme":"Other"},{"subitem_subject":"Seismic Response","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":"DYNAMIC ANALYSIS OF FOLDED CANTILEVER SHEAR STRUCTURE AND BASE ISOLATED STRUCTURE","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"DYNAMIC ANALYSIS OF FOLDED CANTILEVER SHEAR STRUCTURE AND BASE ISOLATED STRUCTURE"}]},"item_type_id":"16","owner":"1","path":["428"],"pubdate":{"attribute_name":"公開日","attribute_value":"2015-07-22"},"publish_date":"2015-07-22","publish_status":"0","recid":"29155","relation_version_is_last":true,"title":["DYNAMIC ANALYSIS OF FOLDED CANTILEVER SHEAR STRUCTURE AND BASE ISOLATED STRUCTURE"],"weko_creator_id":"1","weko_shared_id":1},"updated":"2023-08-21T05:08:39.585196+00:00"}