{"created":"2023-06-19T09:11:19.831042+00:00","id":23024,"links":{},"metadata":{"_buckets":{"deposit":"9aaa5b52-c633-40cc-be02-6d4cb28cd60b"},"_deposit":{"created_by":1,"id":"23024","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"23024"},"status":"published"},"_oai":{"id":"oai:kumadai.repo.nii.ac.jp:00023024","sets":["426:428"]},"author_link":["146939","100647","100651"],"item_16_alternative_title_22":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Effect of duration of ground motion on the evaluation of earthquake input energy into steel frames"}]},"item_16_alternative_title_23":{"attribute_name":"タイトル（ヨミ）","attribute_value_mlt":[{"subitem_alternative_title":"チドウ ケイゾク ジカン ガ コウコウゾウ ホネグミ ノ ジシン ニュウリョク エネルギー ノ ヒョウカ ニ オヨボス エイキョウ"}]},"item_16_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"[508]","bibliographicPageStart":"501","bibliographicVolumeNumber":"48","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. B"}]}]},"item_16_creator_3":{"attribute_name":"別言語の著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Hirano, Tomohisa"}],"nameIdentifiers":[{"nameIdentifier":"100651","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Ogawa, Koji","creatorNameLang":"en"},{"creatorName":"小川, 厚治","creatorNameLang":"ja"},{"creatorName":"オガワ, コウジ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Ogawa","familyNameLang":"en"},{"familyName":"小川","familyNameLang":"ja"},{"familyName":"オガワ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Koji","givenNameLang":"en"},{"givenName":"厚治","givenNameLang":"ja"},{"givenName":"コウジ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"146939","nameIdentifierScheme":"WEKO"}]}]},"item_16_description_17":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_16_description_46":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"論文(Article)","subitem_description_type":"Other"}]},"item_16_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"This paper is concerned with the evaluation of the damage-causing earthquake input energy used in energy-based seismic design. ln previous papers, we proposed that input energy should be defined as the maximum response of the sum of elastic strain energy and the energy dissipated by plastic deformation. We also proposed that input \nenergy can be predicted by using a pseudo-velocity response spectrum. However, this prediction method cannot be applied to extremely long ground motions. This paper determines the critical duration of ground motions in order to limit the range in which the prediction method is applicable.","subitem_description_type":"Other"}]},"item_16_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本学術会議構造工学研究連絡委員会"},{"subitem_publisher":"日本建築学会"}]},"item_16_relation_16":{"attribute_name":"情報源(ISSN)","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"09108033"}]}]},"item_16_relation_60":{"attribute_name":"部分である","attribute_value_mlt":[{"subitem_relation_type":"isPartOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"http://hdl.handle.net/2298/13089","subitem_relation_type_select":"URI"}}]},"item_16_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10249636","subitem_source_identifier_type":"NCID"}]},"item_16_subject_20":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"524.91","subitem_subject_scheme":"NDC"}]},"item_16_text_18":{"attribute_name":"形態","attribute_value_mlt":[{"subitem_text_value":"1424261 bytes"}]},"item_16_text_47":{"attribute_name":"資源タイプ・ローカル","attribute_value_mlt":[{"subitem_text_value":"雑誌掲載論文"}]},"item_16_text_48":{"attribute_name":"資源タイプ・NII","attribute_value_mlt":[{"subitem_text_value":"Journal Article"}]},"item_16_text_49":{"attribute_name":"資源タイプ・DCMI","attribute_value_mlt":[{"subitem_text_value":"text"}]},"item_16_text_50":{"attribute_name":"資源タイプ・ローカル表示コード","attribute_value_mlt":[{"subitem_text_value":"01"}]},"item_16_text_78":{"attribute_name":"コメント","attribute_value_mlt":[{"subitem_text_value":"平成11～12年度科学研究費補助金(基盤研究(C)(2))研究成果報告書 課題番号:13650632『梁降伏型鋼構造骨組の損傷制御型耐震設計法に関する研究』pp.3-10に掲載、第2章2-1にあたる"}]},"item_16_version_type_19":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"平野, 智久"}],"nameIdentifiers":[{"nameIdentifier":"100647","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Ogawa, Koji","creatorNameLang":"en"},{"creatorName":"小川, 厚治","creatorNameLang":"ja"},{"creatorName":"オガワ, コウジ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Ogawa","familyNameLang":"en"},{"familyName":"小川","familyNameLang":"ja"},{"familyName":"オガワ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Koji","givenNameLang":"en"},{"givenName":"厚治","givenNameLang":"ja"},{"givenName":"コウジ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"146939","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":"2020-03-02"}],"displaytype":"detail","filename":"KaC(2)13650632_004-010.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KaC(2)13650632_004-010.pdf","url":"https://kumadai.repo.nii.ac.jp/record/23024/files/KaC(2)13650632_004-010.pdf"},"version_id":"39c38638-1a9b-48e0-97c7-ad31e1534833"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"seismic disign","subitem_subject_scheme":"Other"},{"subitem_subject":"damage-causing earthquake input energy","subitem_subject_scheme":"Other"},{"subitem_subject":"pseudo-velocity response spectrum","subitem_subject_scheme":"Other"},{"subitem_subject":"duration of ground motion","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震設計","subitem_subject_scheme":"Other"},{"subitem_subject":"損傷に寄与する地震入力エネルギー","subitem_subject_scheme":"Other"},{"subitem_subject":"擬似速度応答スペクトル","subitem_subject_scheme":"Other"},{"subitem_subject":"地動継続時間","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"地動継続時間が鋼構造骨組の地震入力エネルギーの評価に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"地動継続時間が鋼構造骨組の地震入力エネルギーの評価に及ぼす影響"}]},"item_type_id":"16","owner":"1","path":["428"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-12-01"},"publish_date":"2009-12-01","publish_status":"0","recid":"23024","relation_version_is_last":true,"title":["地動継続時間が鋼構造骨組の地震入力エネルギーの評価に及ぼす影響"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-08-21T05:37:39.694721+00:00"}