{"_buckets": {"deposit": "480933e5-bc59-489c-95af-2cf8e23387dc"}, "_deposit": {"id": "25088", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "25088"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00025088"}, "item_10_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2017-11", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "342", "bibliographicPageStart": "332", "bibliographicVolumeNumber": "108", "bibliographic_titles": [{"bibliographic_title": "Accident Analysis \u0026 Prevention"}]}]}, "item_10_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "Pedestrian safety is one of the most challenging issues in road networks. Understanding how pedestrians\nmaneuver across an intersection is the key to applying countermeasures against traffic crashes. It is known that\nthe behaviors of pedestrians at signalized crosswalks are significantly different from those in ordinary walking\nspaces, and they are highly influenced by signal indication, potential conflicts with vehicles, and intersection\ngeometries. One of the most important characteristics of pedestrian behavior at crosswalks is the possible sudden\nspeed change while crossing. Such sudden behavioral change may not be expected by conflicting vehicles, which\nmay lead to hazardous situations. This study aims to quantitatively model the sudden speed changes of pedestrians\nas they cross signalized crosswalks under uncongested conditions. Pedestrian speed profiles are collected\nfrom empirical data and speed change events are extracted assuming that the speed profiles are stepwise\nfunctions. The occurrence of speed change events is described by a discrete choice model as a function of the\nnecessary walking speed to complete crossing before the red interval ends, current speed, and the presence of\nturning vehicles in the conflict area. The amount of speed change before and after the event is modeled using\nregression analysis. A Monte Carlo simulation is applied for the entire speed profile of the pedestrians. The\nresults show that the model can represent the pedestrian travel time distribution more accurately than the\nconstant speed model.", "subitem_description_type": "Abstract"}]}, "item_10_identifier_60": {"attribute_name": "URI", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "http://doi.org/10.1016/j.aap.2017.08.028"}, {"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/2237/27307"}]}, "item_10_publisher_32": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": "Elsevier"}]}, "item_10_rights_12": {"attribute_name": "\u6a29\u5229", "attribute_value_mlt": [{"subitem_rights": "\u00a9 2017. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/"}]}, "item_10_select_15": {"attribute_name": "\u8457\u8005\u7248\u30d5\u30e9\u30b0", "attribute_value_mlt": [{"subitem_select_item": "author"}]}, "item_10_source_id_7": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0001-4575", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "\u8457\u8005", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "IRYO-ASANO, Miho"}], "nameIdentifiers": [{"nameIdentifier": "74817", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "ALHAJYASEEN, Wael K. M."}], "nameIdentifiers": [{"nameIdentifier": "74818", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "\u30d5\u30a1\u30a4\u30eb\u60c5\u5831", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2020-11-01"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "170814_AAP_iryo-alhajyaseen.pdf", "filesize": [{"value": "517.2 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 517200.00000000006, "url": {"label": "170814_AAP_iryo-alhajyaseen.pdf \u30d5\u30a1\u30a4\u30eb\u516c\u958b\u65e5:2020/11/01", "url": "https://nagoya.repo.nii.ac.jp/record/25088/files/170814_AAP_iryo-alhajyaseen.pdf"}, "version_id": "d0763740-bd63-4c2c-8a43-809417a5004f"}]}, "item_keyword": {"attribute_name": "\u30ad\u30fc\u30ef\u30fc\u30c9", "attribute_value_mlt": [{"subitem_subject": "Pedestrian crossing behavior", "subitem_subject_scheme": "Other"}, {"subitem_subject": "speed change", "subitem_subject_scheme": "Other"}, {"subitem_subject": "crossing time", "subitem_subject_scheme": "Other"}, {"subitem_subject": "pedestrian-vehicle conflicts", "subitem_subject_scheme": "Other"}, {"subitem_subject": "signalized crosswalks", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_resource_type": {"attribute_name": "\u8cc7\u6e90\u30bf\u30a4\u30d7", "attribute_value_mlt": [{"resourcetype": "journal article", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "Modeling pedestrian crossing speed profiles considering speed changebehavior for the safety assessment of signalized intersections", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "Modeling pedestrian crossing speed profiles considering speed changebehavior for the safety assessment of signalized intersections"}]}, "item_type_id": "10", "owner": "1", "path": ["488/489/490"], "permalink_uri": "http://hdl.handle.net/2237/27307", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_name_i18n": "\u516c\u958b\u65e5", "attribute_value": "2018-01-29"}, "publish_date": "2018-01-29", "publish_status": "0", "recid": "25088", "relation": {}, "relation_version_is_last": true, "title": ["Modeling pedestrian crossing speed profiles considering speed changebehavior for the safety assessment of signalized intersections"], "weko_shared_id": null}