{"_buckets": {"deposit": "29b8ffa7-22a1-40ec-83d2-2f8dfedd33c7"}, "_deposit": {"created_by": 3, "id": "4593", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "4593"}, "status": "published"}, "_oai": {"id": "oai:ir.kagoshima-u.ac.jp:00004593", "sets": ["5350", "36"]}, "author_link": ["81921", "81922", "81923"], "item_7_alternative_title_19": {"attribute_name": "タイトルよみ", "attribute_value_mlt": [{"subitem_alternative_title": "リッタイ ラーメン ニオケル チュウチュウブ オ タイショウ トシタ ハリ―スラブケイ ノ シュウキョクマゲ タイリョク"}]}, "item_7_biblio_info_5": {"attribute_name": "収録雑誌名", "attribute_value_mlt": [{"bibliographicPageEnd": "70", "bibliographicPageStart": "61", "bibliographicVolumeNumber": "30", "bibliographic_titles": [{"bibliographic_title": "鹿児島大学工学部研究報告"}]}]}, "item_7_date_6": {"attribute_name": "作成日", "attribute_value_mlt": [{"subitem_date_issued_datetime": "1988-11-01"}]}, "item_7_description_4": {"attribute_name": "要約(Abstract)", "attribute_value_mlt": [{"subitem_description": "In an earthquake resistant design, it is assumed that seismic acts on an building frame separately in longitudinal (x) and transversal (y) directions of the frame. Then, the frame is checked to ascertain if there is damage by the seismic load in each direction. When the seismic load acts on a space frame in an arbitrary direction, the plane frames of both x and y direction are subjected to stresses caused by the seismic load. In this case, the ordinary earthquake resistant design method does not ensure the safety of the frame. In order to maintain the safety of the building frame against an earthquake force acting in an arbitrary direction, it is necessary to clarify the ultimate flexural strength of the beam-slab system as well as the column of the rectangular space frame subjected to the force in an arbitrary direction. In the present paper, two beam-slab systems in inner part of a reinforced concrete building frame are used for test specimens. The one is subjected to forces caused by the horizontal load in the direction of one plane only of the frame, and the other is subjected to forces caused by the horizontal load in a 45 degree angle from one plane of the frame. Test results are compared with the theoretical ultimate strength based on the plastic hinge method. The test observations are summarized as follows: i) The ultimate flexural strength of the beam-slab system subjected to a bending about the axis, with a 45 degree angle from one plane of the frame, is eleven percent higher than that of a beam-slab system subjected to the bending in a plane of the frame. ii) When a rectangular space frame is subjected to a force in a direction of a 45 degree angle from the one plane of the frame, cracks in this slab occur in four directions: two of them are diagonal cracks, the others are parallel to the beams.", "subitem_description_type": "Other"}]}, "item_7_full_name_2": {"attribute_name": "著者よみ", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "81922", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ミタニ, イサオ"}]}]}, "item_7_full_name_3": {"attribute_name": "別言語の著者", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "81923", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "MITANI, Isao"}]}]}, "item_7_publisher_23": {"attribute_name": "公開者・出版者", "attribute_value_mlt": [{"subitem_publisher": "鹿児島大学"}]}, "item_7_source_id_7": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0451212X", "subitem_source_identifier_type": "ISSN"}]}, "item_7_source_id_9": {"attribute_name": "NII書誌ID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00040363", "subitem_source_identifier_type": "NCID"}]}, "item_7_subject_15": {"attribute_name": "NDC", "attribute_value_mlt": [{"subitem_subject": "524", "subitem_subject_scheme": "NDC"}]}, "item_7_text_24": {"attribute_name": "公開者よみ", "attribute_value_mlt": [{"subitem_text_value": "カゴシマ ダイガク"}]}, "item_7_text_25": {"attribute_name": "公開者別名", "attribute_value_mlt": [{"subitem_text_value": "Kagoshima University"}]}, "item_7_text_30": {"attribute_name": "NIIタイプ", "attribute_value_mlt": [{"subitem_text_value": "Departmental Bulletin Paper"}]}, "item_7_version_type_14": {"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": "三谷, 勲"}], "nameIdentifiers": [{"nameIdentifier": "81921", "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": "2016-10-27"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "AN00040363_v30_p61-70.pdf", "filesize": [{"value": "2.3 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 2300000.0, "url": {"label": "AN00040363_v30_p61-70.pdf", "url": "https://ir.kagoshima-u.ac.jp/record/4593/files/AN00040363_v30_p61-70.pdf"}, "version_id": "4e9d66a3-6e60-44db-9b20-4dfb03df836e"}]}, "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": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "立体ラーメンにおける中柱部を対象としたはり―スラブ系の終局曲げ耐力", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "立体ラーメンにおける中柱部を対象としたはり―スラブ系の終局曲げ耐力"}, {"subitem_title": "Ultimate Flexural Strength of a Reinforced Concrete Beam-Slab System in the Inner Part of a Rectangular Space Frame", "subitem_title_language": "en"}]}, "item_type_id": "7", "owner": "3", "path": ["36", "5350"], "permalink_uri": "http://hdl.handle.net/10232/11583", "pubdate": {"attribute_name": "公開日", "attribute_value": "2015-06-05"}, "publish_date": "2015-06-05", "publish_status": "0", "recid": "4593", "relation": {}, "relation_version_is_last": true, "title": ["立体ラーメンにおける中柱部を対象としたはり―スラブ系の終局曲げ耐力"], "weko_shared_id": 3}