{"_buckets": {"deposit": "47b0fcd2-135e-4e62-9438-e92d857a3ffd"}, "_deposit": {"created_by": 3, "id": "2245", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "2245"}, "status": "published"}, "_oai": {"id": "oai:ir.kagoshima-u.ac.jp:00002245", "sets": ["36", "5352"]}, "author_link": ["4548", "80461", "80464", "80466", "80457", "80467", "80463", "80465", "80458", "80460", "80459", "80462"], "item_7_alternative_title_19": {"attribute_name": "タイトルよみ", "attribute_value_mlt": [{"subitem_alternative_title": "アマギ ユウビンキョク テッキン コンクリート ズクリ エントウ シェル ヤネ ノ サイカ ハカイ ジッケン"}]}, "item_7_biblio_info_5": {"attribute_name": "収録雑誌名", "attribute_value_mlt": [{"bibliographicPageEnd": "130", "bibliographicPageStart": "119", "bibliographicVolumeNumber": "32", "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": "1990-09-29"}]}, "item_7_description_4": {"attribute_name": "要約(Abstract)", "attribute_value_mlt": [{"subitem_description": "The Amagi post office had 3 barrels of reinforced concrete in its cylindrical shell roof. The office building was going to be rebuilt because of limited use. The barrels was sure to be designed by applying the ASCE Manual of Engineering Practice No.31 (\"Design of Cylindrical Concrete Shell\nRoofs\"). A loading test of the shell roof was planned to examine the loading capability of the barrels.\nTwo valleys of the 3 barrels were sanded for level. Then, H-shape steels were loaded on the level above a central barrel. The shape steels were piled up to 9 layers, when the shell roof collapsed. \nAt a total load of 185 tons including the weight of sand, the steel reinforcement bars of edge beams of the central cylindrical shell yielded at the center of the beams. At a total load of 224 tons, the shell roof collasped. The experimental elastic-plastic behavior of the roof is shown in various\ngraphs in this paper.\nThe yield line theory allows us to obtain an ultimate load for barrels of 198 tons. Then, we calculated that the shell roof had an ultimate strength of about 1.5 ton/m^\u003c2\u003e,\nwhich was more than 4 times as large as the design load.", "subitem_description_type": "Other"}]}, "item_7_full_name_2": {"attribute_name": "著者よみ", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "80460", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ミナカワ, ヨウイチ"}]}, {"nameIdentifiers": [{"nameIdentifier": "80461", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "クラタ, カツヒロ"}]}, {"nameIdentifiers": [{"nameIdentifier": "80462", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ドイ, ヨシノリ"}]}, {"nameIdentifiers": [{"nameIdentifier": "80463", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "アダチ, ヒロカズ"}]}]}, "item_7_full_name_3": {"attribute_name": "別言語の著者", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "80464", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "MINAKAWA, Yoichi"}]}, {"nameIdentifiers": [{"nameIdentifier": "80465", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "KURATA, Katsuhiro"}]}, {"nameIdentifiers": [{"nameIdentifier": "80466", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "DOI, Yoshinori"}]}, {"nameIdentifiers": [{"nameIdentifier": "80467", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ADACHI, Hirokazu"}]}]}, "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": "皆川, 洋一"}], "nameIdentifiers": [{"nameIdentifier": "4548", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "1000030128459", "nameIdentifierScheme": "NRID", "nameIdentifierURI": " "}]}, {"creatorNames": [{"creatorName": "倉田, 勝弘"}], "nameIdentifiers": [{"nameIdentifier": "80457", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "土井, 義則"}], "nameIdentifiers": [{"nameIdentifier": "80458", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "足立, 宏和"}], "nameIdentifiers": [{"nameIdentifier": "80459", "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_v32_p119-130.pdf", "filesize": [{"value": "2.8 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 2800000.0, "url": {"label": "AN00040363_v32_p119-130.pdf", "url": "https://ir.kagoshima-u.ac.jp/record/2245/files/AN00040363_v32_p119-130.pdf"}, "version_id": "1cfaf641-2d3d-4081-a310-da5d75795b75"}]}, "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": "甘木郵便局鉄筋コンクリート造円筒シェル屋根の載荷破壊実験", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "甘木郵便局鉄筋コンクリート造円筒シェル屋根の載荷破壊実験"}, {"subitem_title": "A LOADING TEST OF 3 BARRELS OF REINFORCED CONCRETE SHELL ROOF OF THE AMAGI POST OFFICE", "subitem_title_language": "en"}]}, "item_type_id": "7", "owner": "3", "path": ["36", "5352"], "permalink_uri": "http://hdl.handle.net/10232/12440", "pubdate": {"attribute_name": "公開日", "attribute_value": "2015-06-04"}, "publish_date": "2015-06-04", "publish_status": "0", "recid": "2245", "relation": {}, "relation_version_is_last": true, "title": ["甘木郵便局鉄筋コンクリート造円筒シェル屋根の載荷破壊実験"], "weko_shared_id": 3}