{"created":"2023-06-19T12:45:17.459617+00:00","id":5066,"links":{},"metadata":{"_buckets":{"deposit":"52c68889-0e27-4fb3-8ac9-96b03d47728a"},"_deposit":{"created_by":3,"id":"5066","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"5066"},"status":"published"},"_oai":{"id":"oai:tokyo-metro-u.repo.nii.ac.jp:00005066","sets":["521:613:616:763:795"]},"author_link":["17080"],"item_3_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1985","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"26","bibliographicPageEnd":"58","bibliographicPageStart":"53","bibliographic_titles":[{"bibliographic_title":"総合都市研究"}]}]},"item_3_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"ライフ・ラインと呼ばれる水道管，ガス管等は生活のための重要な供給システムの1つである。これらの施設の特徴は，細長い管状形を有しごく浅い地中に水平に線状あるいは網状に埋設されることである。本研究はこの様な地下埋設管の時震時の被害の予測手法を検討するものである。被害は管に生じる軸方向の応力によるものが支配的であると仮定し，またこの応力は管の周辺の地盤に発生する地震時ひずみに起因すると考えている。したがって，液状化等の地盤破壊は考慮されていない。対象地域は東京都・世田谷区の地域であり，地盤特性の把握は約150個所のボーリング資料によっておこなわれている。被害の予測手法は，応答変位法および、FEMを用いて検討されるが，ゾーニングは適当なコンターおよび500m正方形メッシュによっておこなわれている。","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":"国井, 隆弘"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-12-26"}],"displaytype":"detail","filename":"20024-026-006.pdf","filesize":[{"value":"311.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"20024-026-006.pdf","url":"https://tokyo-metro-u.repo.nii.ac.jp/record/5066/files/20024-026-006.pdf"},"version_id":"b9aca02e-3977-4877-9d69-d965bac714f2"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Micro Zoning","subitem_subject_scheme":"Other"},{"subitem_subject":"Buried Pipeline","subitem_subject_scheme":"Other"},{"subitem_subject":"Seismic Deformation Method","subitem_subject_scheme":"Other"},{"subitem_subject":"FEM (Finite Element Method)","subitem_subject_scheme":"Other"},{"subitem_subject":"Supface","subitem_subject_scheme":"Other"},{"subitem_subject":"Damage Estimation","subitem_subject_scheme":"Other"},{"subitem_subject":"Velocity of Shear Wave","subitem_subject_scheme":"Other"},{"subitem_subject":"マイクロゾーニング","subitem_subject_scheme":"Other"},{"subitem_subject":"地下埋設管","subitem_subject_scheme":"Other"},{"subitem_subject":"応答変位法","subitem_subject_scheme":"Other"},{"subitem_subject":"有限要素法","subitem_subject_scheme":"Other"},{"subitem_subject":"表層地盤","subitem_subject_scheme":"Other"},{"subitem_subject":"被害予測","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断波速度","subitem_subject_scheme":"Other"}]},"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":"マイクロゾーニングを目的とした地下埋設管の地震時被害予測","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"マイクロゾーニングを目的とした地下埋設管の地震時被害予測"}]},"item_type_id":"3","owner":"3","path":["795"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-01-10"},"publish_date":"2017-01-10","publish_status":"0","recid":"5066","relation_version_is_last":true,"title":["マイクロゾーニングを目的とした地下埋設管の地震時被害予測"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-06-19T17:46:00.279759+00:00"}