{"_buckets": {"deposit": "ca8523ae-0a70-46b9-8909-2d00c9380962"}, "_deposit": {"id": "8124", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "8124"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00008124"}, "item_3_alternative_title_198": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "DETERMINING THE SAMPLE SIZE OF SUBJECTS ON A DRIVING EXPERIMENT TO EVALUATE PASSENGER ACCEPTANCE OF PAVEMENT ROUGHNESS"}]}, "item_3_biblio_info_186": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2008-12", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "15", "bibliographicPageStart": "9", "bibliographicVolumeNumber": "13", "bibliographic_titles": [{"bibliographic_title": "\u571f\u6728\u5b66\u4f1a\u8217\u88c5\u5de5\u5b66\u8ad6\u6587\u96c6"}]}]}, "item_3_description_184": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "\u672c\u7814\u7a76\u306e\u76ee\u7684\u306f\uff0c\u8def\u9762\u5e73\u305f\u3093\u6027\u306b\u5bfe\u3059\u308b\u5229\u7528\u8005\u8a31\u5bb9\u5ea6\u306e\u4f53\u611f\u8a55\u4fa1\u306b\u304a\u3044\u3066\uff0c\u7d71\u8a08\u7684\u306b\u5fc5\u8981\u306a\u88ab\u9a13\u8005\u6570\u3092\u691c\n\u5b9a\u529b\u5206\u6790\u306b\u3088\u308a\u7b97\u5b9a\u3059\u308b\u4e8b\u3067\u3042\u308b\uff0e\u88ab\u9a13\u8005\u6570\u306f\uff0c\u7d71\u8a08\u7684\u6709\u610f\u6c34\u6e96\uff0c\u6bcd\u96c6\u56e3\u52b9\u679c\u91cf\uff0c\u691c\u51fa\u529b\u306e\u95a2\u6570\u3068\u306a\u308b\u304c\uff0c\n\u52b9\u679c\u91cf\u306b\u3064\u3044\u3066\u306f\uff0c\u500b\u3005\u306e\u7814\u7a76\u306b\u59d4\u306d\u3089\u308c\u308b\uff0e\u305d\u3053\u3067\u672c\u7814\u7a76\u3067\u306f\uff0c\u30c9\u30e9\u30a4\u30d3\u30f3\u30b0\u30b7\u30df\u30e5\u30ec\u30fc\u30bf\u306b\u3088\u308b\u4f53\u611f\u8a55\n\u4fa1\u8a66\u9a13\u304b\u3089\uff0c\u5e73\u305f\u3093\u6027\u8a55\u4fa1\u306b\u304a\u3051\u308b\u52b9\u679c\u91cf\u3092\u7b97\u51fa\u3057\u305f\uff0e\u305d\u306e\u7d50\u679c\uff0c\u4e2d\u304b\u3089\u5927\u306e\u52b9\u679c\u91cf\u306f\uff0c\u8eca\u4e21\u4e0a\u4e0b\u52a0\u901f\u5ea6\u5b9f\n\u52b9\u50240.35m/s2 \u4ee5\u4e0a\u306e\u4f4e\u6e1b\u304c\u898b\u8fbc\u3081\u308b\u5834\u5408\u3067\u3042\u308a\uff0c\u3053\u306e\u5834\u540820 \u540d\u4ee5\u4e0a\u306e\u88ab\u9a13\u8005\u6570\u3067\u3088\u3044\u4e8b\u304c\u308f\u304b\u3063\u305f\uff0e\u4e00\u65b9\uff0c\n\u52a0\u901f\u5ea6\u5b9f\u52b9\u5024\u306e\u5dee\u304c0.3m/s2 \u4ee5\u4e0b\u306e\u5c0f\u3055\u306a\u52b9\u679c\u91cf\u3067\u306f\uff0c400 \u540d\u4ee5\u4e0a\u306e\u88ab\u9a13\u8005\u3092\u8981\u3059\u308b\u5834\u5408\u304c\u3042\u308b\uff0e\u5fc5\u8981\u4eba\u6570\u306b\n\u6e80\u305f\u306a\u3044\u8a66\u9a13\u3067\u306f\uff0c\u7d71\u8a08\u7684\u4fe1\u983c\u533a\u9593\u3092\u6c42\u3081\uff0c\u8def\u9762\u8a55\u4fa1\u306b\u304a\u3051\u308b\u4f53\u611f\u8a66\u9a13\u7d50\u679c\u306e\u4e00\u822c\u5316\u3092\u907f\u3051\u308b\u3079\u304d\u3067\u3042\u308b\uff0eThe purpose of this study is to find statistically-significant number of subjects in a driving experiment that investigates the level\nof passenger acceptance of pavement roughness. Statistical power analysis is used to determine an appropriate sample size as a\nfunction of a significant level, effect size (ES) and statistical power. In power analysis, the ES basically depends on the purpose\nof each individual study. Therefore, we estimate the ES to evaluate the acceptance ratio of roughness based on a subjective\nrating by a driving simulator. Consequently, over 20 subjects in the experiment allows one to compare the acceptable proportion\nof two vertical accelerations split by more than 0.35m/s2 in the root-mean-square value that is medium or large ES. Conversely,\nthe small ES offered by the acceleration difference of less than 0.3m/s2 requires a large number of subjects such as 400. If the\nrequired number of subjects is not obtained, we recommend that the statistical confidence interval should be calculated and the\nresult of the experiment should not be generalized for the road surface evaluation.", "subitem_description_type": "Abstract"}]}, "item_3_full_name_183": {"attribute_name": "\u8457\u8005\u5225\u540d", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "42462", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "TOMIYAMA, Kazuya"}]}, {"nameIdentifiers": [{"nameIdentifier": "42463", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "KAWAMURA, Akira"}]}, {"nameIdentifiers": [{"nameIdentifier": "42464", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ISHIDA, Tateki"}]}, {"nameIdentifiers": [{"nameIdentifier": "42465", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "TAKAHASHI, Kiyoshi"}]}]}, "item_3_publisher_212": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": 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