{"created":"2021-03-01T06:52:23.656393+00:00","id":33595,"links":{},"metadata":{"_buckets":{"deposit":"18c9512a-8884-45e5-b6ec-4556cc462c38"},"_deposit":{"id":"33595","owner":"1","owners":[],"pid":{"revision_id":0,"type":"depid","value":"33595"},"status":"published"},"_oai":{"id":"oai:repository.dl.itc.u-tokyo.ac.jp:00033595","sets":["80:4535:4937:4945","9:504:4538:4939:4946"]},"author_link":["131262","131263","131260","131261"],"item_4_alternative_title_1":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"高層建築物の強震応答解析に関する研究 : 第2報 強震計記録との比較(1)"}]},"item_4_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1966-07-25","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"245","bibliographicPageStart":"233","bibliographicVolumeNumber":"44","bibliographic_titles":[{"bibliographic_title":"東京大學地震研究所彙報 = Bulletin of the Earthquake Research Institute, University of Tokyo"}]}]},"item_4_description_13":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_4_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Comparison is made between computed and recorded accelerations at the top of reinforced concrete buildings in a longitudinal direction caused by strong earthquakes. The computed accelerations are obtained using response analysis technique for a multi-mass vibratory system which is considered to represent each building. Good agreement is seen between computed and recorded accelerations in every building.","subitem_description_type":"Abstract"},{"subitem_description":"強震計によつて地震時の上・下階の加速度が記録された3棟の鉄筋コンクリート造建築物について,その長辺方向を対象とし,多質点系置換により,建物基部の実測加速度を入力として与えて上部の加速度波形をアナログコンピューターにより計算し,その結果を実測加速度波形と比較した.結果は波形においても,フーリエスペクトルにおいてもよい一致を示した.この計算では建物の振動系モデルをせん断型多質点系としたが,そのバネ定数の算定にはラーメン,耐震壁などの主要骨組以外に間仕切壁,腰壁などの剛性も考慮に入れた.この結果により,主要骨組以外の剛性寄与も適当に考慮すれば,多質点系の振動モデルによる地震応答解析で地震時の建物のゆれ方が十分解明できることがわかつた.ただし建物の短辺方向では,ロッキングの影響が大きく入るものと考えられるので,別途検討中である.","subitem_description_type":"Abstract"}]},"item_4_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"131262","nameIdentifierScheme":"WEKO"}],"names":[{"name":"大沢, 胖"}]},{"nameIdentifiers":[{"nameIdentifier":"131263","nameIdentifierScheme":"WEKO"}],"names":[{"name":"村上, 雅也"}]}]},"item_4_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.15083/0000033595","subitem_identifier_reg_type":"JaLC"}]},"item_4_publisher_20":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"東京大学地震研究所"}]},"item_4_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00162258","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"00408972","subitem_source_identifier_type":"ISSN"}]},"item_4_subject_15":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"453","subitem_subject_scheme":"NDC"}]},"item_4_text_21":{"attribute_name":"出版者別名","attribute_value_mlt":[{"subitem_text_value":"Earthquake Research Institute, University of Tokyo"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Osawa, Yutaka"}],"nameIdentifiers":[{"nameIdentifier":"131260","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Murakami, Masaya"}],"nameIdentifiers":[{"nameIdentifier":"131261","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":"2017-06-26"}],"displaytype":"detail","filename":"ji0441013.pdf","filesize":[{"value":"504.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"ji0441013.pdf","url":"https://repository.dl.itc.u-tokyo.ac.jp/record/33595/files/ji0441013.pdf"},"version_id":"a2a4b7ca-12be-44e7-ba24-e290290bfe6f"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"Response Analysis of Tall Buildings to Strong Earthquake Motions. : Part 2. Comparison with Strong Motion Accelerograms (1)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Response Analysis of Tall Buildings to Strong Earthquake Motions. : Part 2. Comparison with Strong Motion Accelerograms (1)","subitem_title_language":"en"}]},"item_type_id":"4","owner":"1","path":["4945","4946"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2008-05-30"},"publish_date":"2008-05-30","publish_status":"0","recid":"33595","relation_version_is_last":true,"title":["Response Analysis of Tall Buildings to Strong Earthquake Motions. : Part 2. Comparison with Strong Motion Accelerograms (1)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-19T04:37:55.109884+00:00"}