{"created":"2023-05-15T12:34:59.437071+00:00","id":3771,"links":{},"metadata":{"_buckets":{"deposit":"1f59f71d-0711-4ec3-9fd8-2a764a45d6d0"},"_deposit":{"created_by":3,"id":"3771","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"3771"},"status":"published"},"_oai":{"id":"oai:nitech.repo.nii.ac.jp:00003771","sets":["31"]},"author_link":["8680"],"item_10001_alternative_title_24":{"attribute_name":"その他（別言語等）のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"フチャク　スベリ　オ　コウリョシタ　テッキン　コンクリート　ホネグミ　ノ　カイセキホウ　：　テッキン　フチャク　トモ　ダンセイ　ノ　バアイ"},{"subitem_alternative_title":"ANALYSIS OF REINFORCED CONCRETE FRAMES WITH BOND-SLIP : When steel and bond be elastic"}]},"item_10001_biblio_info_28":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1983-05-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"327","bibliographicPageEnd":"71","bibliographicPageStart":"61","bibliographic_titles":[{"bibliographic_title":"日本建築学会論文報告集"}]}]},"item_10001_description_36":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"付着すべりを考慮した鉄筋コンクリート骨組の解析法として, 「鉄筋連続法」を提案し, 鉄筋・付着とも弾性の場合について式の展開を行った。解析仮定は, ・断面モーメント・軸力と部材内力とのつりあいは, 部材両端でのみ考慮する, ・部材内のコンクリートのひずみ度は材軸方向に直線的に変化し, 鉄筋の抜け出しは部材端に集中する, などとした。部材変形の自由度は, ・部材両端の回転・軸方向変形・部材両端の接合部からの, 上下主筋の抜け出し量という, 合計8個とした。付着剛性をパラメータとした逆対称曲げ部材の解析を行い, 既応の実験結果と比較して解析法の適用性を調べた。In order to withstand the greatest likely earthquake, building frames without shear walls should have adequate ductility, which is defined as energy dissipating capacity and bearing capacity to lateral load after reversals. It has been pointed out by many experimental studies that bond failure either in member or in beam-column joint degrades much of ductility of structural frame. The objective of this study is to propose a relatively simple methcod of frame analysis considering bond-slip characteristics. This method is essentially one dimensional. Uniaxial constitutive models of steel, concrete, and bond are utilized. Steel and bond were assumed to be linerly elastic in this paper. Equilibrium between bond stress and steel stress is satisfied all along the main bars, passing through the members and joints. Equilibrium between inner forces of a member (moments and axial forces) and the axial stress in a section is satisfied only at both ends of the member. Degrees of freedom of a member are limited as eight, which are (1) rotation and axial deformation at both ends of the member (4DOF), and (2) pull-out (or push-in) of top and bottom bars from adjoining joints (4DOF). The concrete in a beam-column joint is assumed as rigid (shear deformation is ignored), and only the axial strain and slip of main bars are assumed to occur in the joint. The anti-symmetrically loaded beams were analyzed, where the parameters were (1) bond-slip stiffness, and (2) with or without pull-out of main bars from adjoining joints. Analytical results were compared with experimental results.","subitem_description_type":"Other"}]},"item_10001_description_38":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_10001_full_name_27":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{},{}],"names":[{"name":"Ichinose, Toshikatsu"}]}]},"item_10001_publisher_29":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会"}]},"item_10001_relation_35":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"110003882982"}],"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"http://ci.nii.ac.jp/naid/110003882982","subitem_relation_type_select":"NAID"}}]},"item_10001_source_id_30":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"03871185","subitem_source_identifier_type":"ISSN"}]},"item_10001_source_id_32":{"attribute_name":"書誌レコードID（NCID）","attribute_value_mlt":[{"subitem_source_identifier":"AN0018882X","subitem_source_identifier_type":"NCID"}]},"item_10001_version_type_33":{"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":"市之瀬, 敏勝"},{"creatorName":"イチノセ, トシカツ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-01-23"}],"displaytype":"detail","filename":"TAIJ_327_61.pdf","filesize":[{"value":"866.8 kB"}],"format":"application/pdf","license_note":"社団法人日本建築学会","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文_fulltext","url":"https://nitech.repo.nii.ac.jp/record/3771/files/TAIJ_327_61.pdf"},"version_id":"8ca8fa2e-229d-4397-a393-e0a9587dd69e"}]},"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":"付着すべりを考慮した鉄筋コンクリート骨組の解析法 : 鉄筋・付着とも弾性の場合","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"付着すべりを考慮した鉄筋コンクリート骨組の解析法 : 鉄筋・付着とも弾性の場合"}]},"item_type_id":"10001","owner":"3","path":["31"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-11-07"},"publish_date":"2012-11-07","publish_status":"0","recid":"3771","relation_version_is_last":true,"title":["付着すべりを考慮した鉄筋コンクリート骨組の解析法 : 鉄筋・付着とも弾性の場合"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-05-15T13:18:44.326019+00:00"}