{"created":"2023-05-15T10:01:35.229162+00:00","id":6190,"links":{},"metadata":{"_buckets":{"deposit":"7995732d-68a1-4729-8ab2-79ebdc94169b"},"_deposit":{"created_by":5,"id":"6190","owner":"5","owners":[5],"pid":{"revision_id":0,"type":"depid","value":"6190"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00006190","sets":["73","73:36","73:36:330","73:36:330:469"]},"author_link":["32954","32955","32956","32957"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2020-09","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"6","bibliographicPageStart":"1","bibliographicVolumeNumber":"49","bibliographic_titles":[{"bibliographic_title":"宮崎大学工学部紀要","bibliographic_titleLang":"ja"},{"bibliographic_title":"Memoirs of Faculty of Engineering, University of Miyazaki","bibliographic_titleLang":"en"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The construction of the Siak City-Indonesia Butterfly Bridge, which carries the European concept, was built in 2015, using steel as its main component almost completely. In general, the butterfly bridge uses cable-stayed but this bridge uses a profile pole as a supporting pole on this bridge. Using the Finite Element Method (FEM) can see the mechanical characteristics produced from a butterfly bridge.\n The author uses the 2017 MARC Mentat Software to get the Finite Element Method results in this situation. This assessment aims to determine the mechanical characteristics of the deflection response of various degrees and elevation profiles and assessment of the bridge's natural frequency vibrations. The Sei Melengo Butterfly Bridge has a total length of 75,000mm and a width of 10,800mm. Curved structures that are often used in modern buildings, are structures called rigid arches.\n In modeling a butterfly bridge consists of 2 parts namely Steel (Shell) and Concrete (Solid). In the case of 3D modeling using the Finite Element Method where 63 degree angles are modeled according to material data in the field. Based on the results of the analysis using the 2017 MARC Mentat Program, the level of deflection generated by an angle of 63 degrees with distributed loading is 44.3mm. The deflection does not exceed the permitted standard, which is 1/800 span length of 63.4m, which is 79mm.\n 3D modeling was also designed at an angle of 53 degrees and 73 degrees and the height of the profile increased by 0.2 and the height of the profile decreased by 0.12. From the results of the analysis of an angle of 73 degrees and a high profile of 0.2 is a very good and strong bridge model because it has a very small deflection rate of 38.2mm and 40.5mm compared to a 63 degrees angle with a high profile of 0.16. The mechanical characteristics of natural frequency vibrations produced by all models of less than 5Hz, at an angle of 73 degrees experience a different bending mode in the 2nd Mode compared to other models.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"宮崎大学工学部","subitem_publisher_language":"ja"},{"subitem_publisher":"Faculty of Engineering, University of Miyazaki","subitem_publisher_language":"en"}]},"item_10002_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA00732558","subitem_source_identifier_type":"NCID"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"05404924","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"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":"Hendra, Asri saputra","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"32954","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Morita, Chihiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"32955","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Fukami, Shunsuke","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"32956","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Oshikata, Motohiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"32957","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":"2020-10-29"}],"displaytype":"detail","filename":"Engineering_49_p1.pdf","filesize":[{"value":"2.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/6190/files/Engineering_49_p1.pdf"},"version_id":"fb6dc0f1-21f4-411f-8a97-7d395a30000b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"The Butterfly Bridge","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Finite Element Method (FEM)","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Steel Bridge","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Bridge","subitem_subject_language":"en","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"Mechanical Characteristics of the Butterfly Bridge Using the Finite Element Method","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Mechanical Characteristics of the Butterfly Bridge Using the Finite Element Method","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"5","path":["73","36","330","469"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2020-10-29"},"publish_date":"2020-10-29","publish_status":"0","recid":"6190","relation_version_is_last":true,"title":["Mechanical Characteristics of the Butterfly Bridge Using the Finite Element Method"],"weko_creator_id":"5","weko_shared_id":-1},"updated":"2023-07-30T05:47:59.363867+00:00"}