{"created":"2023-06-20T15:24:16.940489+00:00","id":6,"links":{},"metadata":{"_buckets":{"deposit":"009c0566-8821-4407-8f6b-1f3edd287bee"},"_deposit":{"created_by":14,"id":"6","owners":[14],"pid":{"revision_id":0,"type":"depid","value":"6"},"status":"published"},"_oai":{"id":"oai:nagoya-wu.repo.nii.ac.jp:00000006","sets":["6:8"]},"author_link":["4"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2013-03-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"59","bibliographicPageEnd":"27","bibliographicPageStart":"21","bibliographic_titles":[{"bibliographic_title":"名古屋女子大学紀要　"},{"bibliographic_title":"Journal of Nagoya Women's University","bibliographic_titleLang":"en"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"多雪区域以外に建設される，整形な平面と立面をもつ小規模な木造住宅をモデルとして，建築基準法施行令第46条第３項の壁量の規定を元に，壁倍率には地震時にどのような性能が必要かを調べた．その結果，以下の各点がわかった．\n　・木造建物として，減衰性能は減衰定数40%程度が確保されている必要がある．\n　・塑性率は５を確保していれば，十分に安全である．\n　・初期剛性は1/150でも1/120でも殆んど差はなかった．\n　・多雪区域における壁量に関してはさらに研究する必要がある．　","subitem_description_type":"Abstract"}]},"item_10002_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12530109","subitem_source_identifier_type":"NCID"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"山本, 享明"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2013-09-11"}],"displaytype":"detail","filename":"kojinkasei21-27.pdf","filesize":[{"value":"1.9 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"kojinkasei21-27","url":"https://nagoya-wu.repo.nii.ac.jp/record/6/files/kojinkasei21-27.pdf"},"version_id":"167fa7aa-e870-4c1a-99dc-42bfd472766f"}]},"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":"木造住宅の壁量に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"木造住宅の壁量に関する研究"},{"subitem_title":"A Study on Quantity of Wall of the Wooden House","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"14","path":["8"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-09-11"},"publish_date":"2013-09-11","publish_status":"0","recid":"6","relation_version_is_last":true,"title":["木造住宅の壁量に関する研究"],"weko_creator_id":"14","weko_shared_id":-1},"updated":"2023-06-20T15:47:22.119887+00:00"}