{"created":"2021-03-01T06:00:35.421213+00:00","id":8131,"links":{},"metadata":{"_buckets":{"deposit":"9a328a00-b8cf-42b3-9862-dd3b90e6a256"},"_deposit":{"id":"8131","owners":[],"pid":{"revision_id":0,"type":"depid","value":"8131"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00008131","sets":["1:86"]},"author_link":["42514","42515","42516","44826","44825","42513"],"item_1646810750418":{"attribute_name":"\u51fa\u7248\u30bf\u30a4\u30d7","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_alternative_title":"DETECTION METHOD OF LOCALIZED SURFACE DISTRESS FOR PAVEMENT SURFACE MONITORING BASED ON A QUARTER-CAR ALGORITHM"}]},"item_3_biblio_info_186":{"attribute_name":"\u66f8\u8a8c\u60c5\u5831","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2012","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"I_134","bibliographicPageStart":"I_127","bibliographicVolumeNumber":"68","bibliographic_titles":[{"bibliographic_title":"\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6F3(\u571f\u6728\u60c5\u5831\u5b66)"}]}]},"item_3_description_184":{"attribute_name":"\u6284\u9332","attribute_value_mlt":[{"subitem_description":"\u8217\u88c5\u306e\u7dad\u6301\u7ba1\u7406\u4e0a\uff0c\u512a\u5148\u7684\u306b\u88dc\u4fee\u304c\u5fc5\u8981\u3068\u306a\u308b\u7b87\u6240\u3092\u7684\u78ba\u306b\u628a\u63e1\u3059\u308b\u3053\u3068\u306f\u304d\u308f\u3081\u3066\u91cd\u8981\u3067\u3042\u308b\uff0e\u672c\u7814\u7a76\u3067\u306f\uff0c\u8217\u88c5\u8def\u9762\u306e\u640d\u50b7\u306b\u3064\u3044\u3066\uff0c\u30af\u30a9\u30fc\u30bf\u30fc\u30ab\u30fc(QC)\u30a2\u30eb\u30b4\u30ea\u30ba\u30e0\u3092\u7528\u3044\uff0c\u6a5f\u80fd\u7684\u5074\u9762\u304b\u3089\u8a55\u4fa1\u304c\u5fc5\u8981\u306a\u3072\u3073\u5272\u308c\u7b87\u6240\u306e\u691c\u51fa\u65b9\u6cd5\u306b\u3064\u3044\u3066\uff0c\u30a6\u30a7\u30fc\u30d6\u30ec\u30c3\u30c8\u7406\u8ad6\u306b\u57fa\u3065\u304d\u691c\u8a0e\u3057\u305f\uff0e\u305d\u306e\u7d50\u679c\uff0cLifting Scheme\u306b\u3088\u308a\uff0cQC\u30d5\u30a3\u30eb\u30bf\u9069\u7528\u5f8c\u306e\u30d7\u30ed\u30d5\u30a1\u30a4\u30eb\u304b\u3089\uff0c\u6a5f\u80fd\u8a55\u4fa1\u4e0a\u91cd\u8981\u306a\u3072\u3073\u5272\u308c\u640d\u50b7\u7b87\u6240\u304a\u3088\u3073\u305d\u306e\u985e\u4f3c\u7b87\u6240\u304c\u691c\u51fa\u3067\u304d\u308b\u3053\u3068\u3092\u78ba\u8a8d\u3057\u305f\uff0e\u672c\u7814\u7a76\u6210\u679c\u306f\uff0c\u8eca\u4e21\u632f\u52d5\u5fdc\u7b54\u306b\u57fa\u3065\u304f\u8def\u9762\u30e2\u30cb\u30bf\u30ea\u30f3\u30b0\u306e\u9ad8\u52b9\u7387\u5316\u306b\u5bc4\u4e0e\u3059\u308b\u3082\u306e\u3068\u671f\u5f85\u3067\u304d\u308b\uff0e\u4e00\u65b9\uff0c\u7279\u7570\u70b9\u691c\u51fa\u6642\u306e\u95be\u5024\u306b\u3064\u3044\u3066\u306f\uff0c\u8def\u9762\u30e2\u30cb\u30bf\u30ea\u30f3\u30b0\u30c7\u30fc\u30bf\u3092\u84c4\u7a4d\u3059\u308b\u3068\u3068\u3082\u306b\uff0c\u8217\u88c5\u306e\u7ba1\u7406\u76ee\u7684\u306b\u5fdc\u3058\u305f\u8a2d\u5b9a\u304c\u5fc5\u8981\u3067\u3042\u308b\uff0e\n Localized surface distress that increases pavement roughness needs the functional evaluation derived from road profile. This study examines a detection method of severe cracks in terms of quarter-car (QC) filtered roughness profile by lifting wavelet filters. Lifting wavelet filters are adaptive biorthogonal wavelet filters containing free parameters. In this paper, we design a set of lifting wavelet filters for detecting diagnostic cracks on the QC filtered profile. The filters includes free parameters that intend to enhance causative crack characteristics in the QC motion. According to the results of adapting the filters to the QC filtered profile, the locations of severe cracks are identified, whereas locations that are not related to the QC motion are not detected. Therefore, we conclude that the lifting scheme is an effective method for detecting the severe cracks for pavement surface monitoring activities.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"\u8457\u8005\u5225\u540d","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42514","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TOMIYAMA, Kazuya","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42515","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KAWAMURA, Akira","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42516","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ISHIDA, 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