{"created":"2023-06-19T12:45:04.507118+00:00","id":4753,"links":{},"metadata":{"_buckets":{"deposit":"28b62f11-fe8f-4481-b8e4-7b3327dae7af"},"_deposit":{"created_by":3,"id":"4753","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"4753"},"status":"published"},"_oai":{"id":"oai:tokyo-metro-u.repo.nii.ac.jp:00004753","sets":["521:613:616:763:772"]},"author_link":["15937","15938","15936","15939","15934","15935"],"item_3_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"RELATION BETWEEN DAMAGE TO REINFORCED CONCRETE BUILDINGS AND GROUND CONDITIONS IN THE 1968 TOKACHI OKI EARTHQUAKE"}]},"item_3_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1979-12","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"8","bibliographicPageEnd":"163","bibliographicPageStart":"145","bibliographic_titles":[{"bibliographic_title":"総合都市研究"}]}]},"item_3_creator_3":{"attribute_name":"著者別名","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Mochizuki, Toshio"}],"nameIdentifiers":[{"nameIdentifier":"15937","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Miyano, Michio"}],"nameIdentifiers":[{"nameIdentifier":"15938","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tamura, Toshikazu"}],"nameIdentifiers":[{"nameIdentifier":"15939","nameIdentifierScheme":"WEKO"}]}]},"item_3_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"RC (鉄筋コンクリート)造建物の被害と地盤の関係は，従来，よくわからないというのが実状であったように思われる。また，近代式なRC造建物が少なからぬ振動被害をうけたのは，1968年地十勝沖地震が最初である。この地震において建物それぞれ被害の原因等は，かなり詳細に調べられているが，地盤と被害の関係を広い地域にわたって体系的に研究した事例は見出せない。この研究は，著者らによるものも含めた過去の震害調査事例から，地盤構成と被害の間に少なからぬ相関性があるであろうことを予見して始めた。志賀・高橋 (1975)は，建物の重量 (建物の1階の柱，壁の総断面積に作用する軸圧カ) W (kg)を1階の柱の総断面積Ac (cm^2)プラス同1階の壁の総断面積Aw (cm^)で割った値，W/ (Ac+Aw)を定義し(被らはこの値を壁.柱均らしのせん断応力度と呼んでいる)，この値が12kg/cm^2以上の場合にその建物が被害をうけたことを見出した。このような着想と表現による被害と建物構造の関係は明快であり，今回の研究も，その大きな影響をうけている。著者らの研究でも確かに上記の値12kg/cm^2未満の建物は，いかなる地盤においても大きな被害をうけていない。ただ，被災地 (青森県東部)においては，12kg/cm^2以上の建物が志賀ほか (1975)の調査以外にも少なからずあり， しかもそれらの建物は目立った被害をうけていないことが判明した。この報告では，志賀ほかの調査した建物の地盤資料，ならびにそれ以外のRC造建物 (主として学校)のW, Ac, Aw，地盤資料をそれぞれ収集し，この地震におけるRC造建物の被害と地盤の関係を求めて，両者の間には高い相関性があることを見出した。","subitem_description_type":"Abstract"},{"subitem_description":"Because the intervals between strong earthquakes have been long，and we know little of the effects ground conditions have upon the kind and extent of damage to reinforced concrete buildings. The 1968 Tokachi Oki Earthquake has been the first one in which modern reinforced concrete buildings have received considerable damage. In this paper，we explain the effects of the damage to these buildings by the collection and investigation of data on damaged and non-damaged buildings and the ground conditions surrounding each.","subitem_description_type":"Abstract"}]},"item_3_description_40":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"postprint","subitem_description_type":"Other"}]},"item_3_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"東京都立大学都市研究センター"}]},"item_3_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00134354","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"03863506","subitem_source_identifier_type":"ISSN"}]},"item_3_version_type_16":{"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":"望月, 利男"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"宮野, 道雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"田村, 俊和"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-10-12"}],"displaytype":"detail","filename":"20024-008-012.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"20024-008-012.pdf","url":"https://tokyo-metro-u.repo.nii.ac.jp/record/4753/files/20024-008-012.pdf"},"version_id":"9c119278-940b-4610-bd83-2bf5bb4cc1b4"}]},"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":"1968年十勝沖地震における鉄筋コンクリート造建物の被害と地盤の関係","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"1968年十勝沖地震における鉄筋コンクリート造建物の被害と地盤の関係"}]},"item_type_id":"3","owner":"3","path":["772"],"pubdate":{"attribute_name":"公開日","attribute_value":"2016-10-26"},"publish_date":"2016-10-26","publish_status":"0","recid":"4753","relation_version_is_last":true,"title":["1968年十勝沖地震における鉄筋コンクリート造建物の被害と地盤の関係"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T17:55:36.658025+00:00"}