{"created":"2023-06-19T09:10:31.369562+00:00","id":22030,"links":{},"metadata":{"_buckets":{"deposit":"99d6778e-b26c-4318-b889-f62eec6bd93d"},"_deposit":{"created_by":1,"id":"22030","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"22030"},"status":"published"},"_oai":{"id":"oai:kumadai.repo.nii.ac.jp:00022030","sets":["426:428"]},"author_link":["146906"],"item_17_alternative_title_22":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"コウコウゾウ ホネグミ ナイ ノ ハンセツゴウ チュウリョウ セツゴウブ ノ ヘンケイ ノウリョク"},{"subitem_alternative_title":"鋼構造骨組内の半剛接合柱梁接合部の変形能力"}]},"item_17_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-10","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"339","bibliographicPageStart":"334","bibliographicVolumeNumber":"1","bibliographic_titles":[{"bibliographic_title":"Proceedings of 6th Pacific Structural Steel Conference : PSSC 2001"}]}]},"item_17_creator_3":{"attribute_name":"別言語の著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Yamanari, Minoru","creatorNameLang":"en"},{"creatorName":"山成, 實","creatorNameLang":"ja"},{"creatorName":"ヤマナリ, ミノル","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Yamanari","familyNameLang":"en"},{"familyName":"山成","familyNameLang":"ja"},{"familyName":"ヤマナリ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Minoru","givenNameLang":"en"},{"givenName":"實","givenNameLang":"ja"},{"givenName":"ミノル","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"146906","nameIdentifierScheme":"WEKO"}]}]},"item_17_description_17":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_17_description_46":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"論文(Article)","subitem_description_type":"Other"}]},"item_17_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"This paper describes that beam-to-column connection deformations may have a significant effect on the behavior of semirigid steel frames subjected to earthquake excitations and the limits of their ability for keeping connected through the quake. Actual frames have areas that are called as panel zones at intersections of beams and columns, and beams are not connected perfectly rigid to columns, although primary frame analyses deal with those areas as points. In this study, not shear deformation in the panel zones but also local deformations of column walls at height of beam flanges were considered for dynamic response analyses of multi-storied steel frames. The local deformations are out of plane deformations of column walls caused by flange forces. A series of numerical computations on multi-storied semirigid steel frames incorporating various strengths, initial stiffness and post yield stiffness of panel zones and beam-to-column connections are mentioned. If both panel zones and beam-to-column connections are weak and not so much rigid, the joints are weak links in which inelastic deformations are concentrated and the beams and columns will not develop their bending strength under lateral loading.","subitem_description_type":"Other"}]},"item_17_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"The Pacific Council of Structural Steel Associations"}]},"item_17_relation_53":{"attribute_name":"著作の一部","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"http://www.jssc.or.jp/international/index04.html"}]}]},"item_17_subject_20":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"524.6","subitem_subject_scheme":"NDC"}]},"item_17_text_18":{"attribute_name":"形態","attribute_value_mlt":[{"subitem_text_value":"478264 bytes"}]},"item_17_text_47":{"attribute_name":"資源タイプ・ローカル","attribute_value_mlt":[{"subitem_text_value":"会議発表論文"}]},"item_17_text_48":{"attribute_name":"資源タイプ・NII","attribute_value_mlt":[{"subitem_text_value":"Conference Paper"}]},"item_17_text_49":{"attribute_name":"資源タイプ・DCMI","attribute_value_mlt":[{"subitem_text_value":"text"}]},"item_17_text_50":{"attribute_name":"資源タイプ・ローカル表示コード","attribute_value_mlt":[{"subitem_text_value":"05"}]},"item_17_text_78":{"attribute_name":"コメント","attribute_value_mlt":[{"subitem_text_value":"Pacific Structural Steel Conference, Beijing, China, October, 2001"},{"subitem_text_value":"太平洋鋼構造協議会（PCSSA)"}]},"item_17_version_type_19":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_type":"AM"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Yamanari, Minoru","creatorNameLang":"en"},{"creatorName":"山成, 實","creatorNameLang":"ja"},{"creatorName":"ヤマナリ, ミノル","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Yamanari","familyNameLang":"en"},{"familyName":"山成","familyNameLang":"ja"},{"familyName":"ヤマナリ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Minoru","givenNameLang":"en"},{"givenName":"實","givenNameLang":"ja"},{"givenName":"ミノル","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"146906","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":"2020-03-02"}],"displaytype":"detail","filename":"6PSSC.mscpt.pdf","filesize":[{"value":"478.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"6PSSC.mscpt.pdf","url":"https://kumadai.repo.nii.ac.jp/record/22030/files/6PSSC.mscpt.pdf"},"version_id":"afd60818-13cb-4dc9-9d47-3b8d889e588b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鋼構造","subitem_subject_scheme":"Other"},{"subitem_subject":"接合部","subitem_subject_scheme":"Other"},{"subitem_subject":"変形能力","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":"conference paper","resourceuri":"http://purl.org/coar/resource_type/c_5794"}]},"item_title":"Deformation Capacity of Semirigid Beam-to-column Connections in Steel Frames","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Deformation Capacity of Semirigid Beam-to-column Connections in Steel Frames"}]},"item_type_id":"17","owner":"1","path":["428"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-01-30"},"publish_date":"2009-01-30","publish_status":"0","recid":"22030","relation_version_is_last":true,"title":["Deformation Capacity of Semirigid Beam-to-column Connections in Steel Frames"],"weko_creator_id":"1","weko_shared_id":1},"updated":"2023-08-21T02:41:52.946392+00:00"}