{"created":"2021-03-01T06:53:15.180180+00:00","id":34365,"links":{},"metadata":{"_buckets":{"deposit":"4738b6cb-1e4e-4608-bb64-23c72d0f7aa5"},"_deposit":{"id":"34365","owner":"1","owners":[],"pid":{"revision_id":0,"type":"depid","value":"34365"},"status":"published"},"_oai":{"id":"oai:repository.dl.itc.u-tokyo.ac.jp:00034365","sets":["80:4535:5137:5141","9:504:4538:5139:5142"]},"author_link":["133527","133526"],"item_4_alternative_title_1":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"30. Three-dimentional Vibrations of a Framed Structure. II."}]},"item_4_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1942-11-15","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"359","bibliographicPageStart":"347","bibliographicVolumeNumber":"20","bibliographic_titles":[{"bibliographic_title":"東京帝國大學地震研究所彙報 = Bulletin of the Earthquake Research Institute, Tokyo Imperial University"}]}]},"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":"When a framed structure that is apparently of two-dimensional form, oscillates in the direction normal to the plane of that structure, the vibration becomes a three-dimensional one for certain conditions of the columns and beams. In the present case, we studied the forced vibration of a single-storied structure of two-spans with damping inner resistance. From the results of the present investigation we found that when a broad house with weak columns in its middle part is subjected to destructive seismic disturbance transverse to the broad side, the same house is damaged mostly at the weak middle part in question. On the other hand, from the present investigation, we have ascertained that if a damping inner resistance exists in a structure, the middle thick column is effective both in reducing the bending moment of every column and in increasing the natural frequency of the structure. The bending moment at the lower end of every column is, at least, a few times greater than that at the panel point of the same column.","subitem_description_type":"Abstract"}]},"item_4_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"133527","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kanai, Kiyoshi"}]}]},"item_4_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.15083/0000034365","subitem_identifier_reg_type":"JaLC"}]},"item_4_publisher_20":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"東京帝国大学地震研究所"}]},"item_4_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00029699","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, Tokyo Imperial University"}]},"item_4_text_4":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"地震研究所"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"金井, 淸"}],"nameIdentifiers":[{"nameIdentifier":"133526","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":"2017-06-27"}],"displaytype":"detail","filename":"ji0203005.pdf","filesize":[{"value":"587.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"ji0203005.pdf","url":"https://repository.dl.itc.u-tokyo.ac.jp/record/34365/files/ji0203005.pdf"},"version_id":"2dba47ff-c679-44ea-aad3-85575726d948"}]},"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":"30. 架構の立體的振動(第2報)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"30. 架構の立體的振動(第2報)","subitem_title_language":"ja"}]},"item_type_id":"4","owner":"1","path":["5141","5142"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2008-06-06"},"publish_date":"2008-06-06","publish_status":"0","recid":"34365","relation_version_is_last":true,"title":["30. 架構の立體的振動(第2報)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-19T04:09:25.739395+00:00"}