{"created":"2021-03-01T06:00:34.938318+00:00","id":8123,"links":{},"metadata":{"_buckets":{"deposit":"465779fb-40ce-4f91-8733-8ab5250de20c"},"_deposit":{"id":"8123","owners":[],"pid":{"revision_id":0,"type":"depid","value":"8123"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00008123","sets":["1:86"]},"author_link":["42454","42455","42456","42457","44826","44825","42452","42453"],"item_1646810750418":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"196","bibliographicPageStart":"189","bibliographicVolumeNumber":"12","bibliographic_titles":[{"bibliographic_title":"土木学会舗装工学論文集"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本研究の目的は, わだち掘れ形状の違いを考慮し, 車両の動的応答に基づく汎用的なわだち掘れ評価指標の開発である. はじめに, 実車を用いたわだち路での乗移り試験により, わだち掘れと車両の相互作用について検討したところ, わだち掘れの評価には車両のローリングを考慮する必要がある事がわかった. 次に, 車両応答に基づくわだち掘れ評価にはHalf-Carモデルが有効であることが認められたため, Half-Carの評価指標としての有効性について検討した. わだち掘れ深さが等しく形状の異なる断面において, ドライビングシミュレータによる被験者評価試験を実施したところ, Half-Carシミュレーションから得られたロールレートの累積値を指標とした場合, 利用者意識との間に強い相関がある事がわかった.\nThis paper deals with a development of a new rutting evaluation index based on the vehicle dynamics taking into account mt shape, the mtting/vehicle interaction, and driver sensitivity. The result of lane change at the proving ground shows that the mtting affects the vehicle rolling behavior consisted by the frequency band above 0.8Hz. The Half-Car model which is the conventional vehicle simulation model is effective to represent the roll response induced by the rutting. Then, we develop two indices which are accumulation value of roll angle/roll rate obtained from Half-Car simulation to evaluate the rutting. From result of the subjective assessment survey by a driving simulator, we conclude that the accumulation value of the roll rate as the index has the strong relationship with road usefs senses.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42454","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TOMIYAMA, Kazuya","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42455","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KAWAMURA, Akira","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42456","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAJIMA, Shigenori","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42457","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ISHIDA, Tateki","nameLang":"en"}]}]},"item_3_publisher_212":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"公益社団法人 土木学会"}]},"item_3_relation_191":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://doi.org/10.2208/journalpe.12.189","subitem_relation_type_select":"DOI"}}]},"item_3_rights_192":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"c2007 公益社団法人 土木学会"}]},"item_3_select_195":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"富山, 和也","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"44826","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70589580","nameIdentifierScheme":"KAKEN","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000070589580 "}]},{"creatorNames":[{"creatorName":"川村, 彰","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"44825","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"30149893","nameIdentifierScheme":"KAKEN","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000030149893 "}]},{"creatorNames":[{"creatorName":"中島, 繁則","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"42452","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"石田, 樹","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"42453","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":"2016-11-22"}],"displaytype":"detail","filename":"2007_車両の動的応答に基づく舗装わだち掘れ指標の開発.pdf","filesize":[{"value":"6.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"2007_車両の動的応答に基づく舗装わだち掘れ指標の開発.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/8123/files/2007_車両の動的応答に基づく舗装わだち掘れ指標の開発.pdf"},"version_id":"ed88c279-a446-4629-aec4-6ad69ca74471"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"pavement rutting","subitem_subject_scheme":"Other"},{"subitem_subject":"Half-Car model","subitem_subject_scheme":"Other"},{"subitem_subject":"pavement rutting index","subitem_subject_scheme":"Other"},{"subitem_subject":"driving simulator","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":"車両の動的応答に基づく舗装わだち掘れ評価指標の開発","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"車両の動的応答に基づく舗装わだち掘れ評価指標の開発","subitem_title_language":"ja"}]},"item_type_id":"3","owner":"1","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2016-03-24"},"publish_date":"2016-03-24","publish_status":"0","recid":"8123","relation_version_is_last":true,"title":["車両の動的応答に基づく舗装わだち掘れ評価指標の開発"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-13T02:21:42.675194+00:00"}