{"id":{"repo_id":"ku","oai_identifier":"oai:kuscholarworks.ku.edu:1808/6729"},"canonical_url":"https://search.dev.ndltd.org/etd/ku/oai:kuscholarworks.ku.edu:1808/6729","repository":{"repo_id":"ku","name":"University of Kansas","base_url":"https://kuscholarworks.ku.edu/server/oai/request"},"display":{"title":"Behavior-Based Simulation Approach for the Capacity and Traffic Operational Characteristic Study of Four-Way-Stop-Controlled Intersections","abstract":"The objective of the proposed research is to study the traffic operational characteristics at four-way-stop-controlled (FWSC) intersections with single -lane approaches. Observational data were collected at six FWSC intersections in Lawrence, Kansas. Then, the necessary traffic data were extracted from the videotapes using data processing programs. With the collected data, a driver behavior based simulation approach was presented to estimate the 95th percentile queue length, control delay and service time. After calibration and validation, the simulation model was used to study characteristics of the queue length, control delay, and service time at FWSC intersections. Finally, intersection capacities were estimated under different traffic conditions.","abstract_html":"The objective of the proposed research is to study the traffic operational characteristics at four-way-stop-controlled (FWSC) intersections with single -lane approaches. Observational data were collected at six FWSC intersections in Lawrence, Kansas. Then, the necessary traffic data were extracted from the videotapes using data processing programs. With the collected data, a driver behavior based simulation approach was presented to estimate the 95th percentile queue length, control delay and service time. After calibration and validation, the simulation model was used to study characteristics of the queue length, control delay, and service time at FWSC intersections. Finally, intersection capacities were estimated under different traffic conditions.","abstract_has_math":false,"creators":["Yin, Juan"],"institution":"University of Kansas","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Mulinazzi, Thomas E."],"committee_chairs":[],"committee_members":[],"year":2010,"date_issued":"2010-08-26","date_published":"2010-08-26","updated_at":"2026-07-24T02:47:15Z","subjects":["Civil engineering","Capacity","Fwsc intersections","Simulation"],"languages":["en"],"rights":["This item is protected by copyright and unless otherwise specified the copyright of this thesis/dissertation is held by the author."],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier.other","label":"Dc Identifier Other","values":["http://dissertations.umi.com/ku:11134"],"render_values":[{"text":"http://dissertations.umi.com/ku:11134","href":"http://dissertations.umi.com/ku:11134","code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/1808/6729","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Mulinazzi, Thomas E."]},{"key":"dc:creator","label":"Author","values":["Yin, Juan"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2010-10-03T03:18:47Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2010-10-03T03:18:47Z"]},{"key":"dc:date.issued","label":"Date","values":["2010-08-26"]},{"key":"dc:publisher","label":"Institution","values":["University of Kansas"]},{"key":"dc:type","label":"Dc Type","values":["Dissertation"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Civil engineering","Capacity","Fwsc intersections","Simulation"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["en"]},{"key":"dc:rights","label":"Dc Rights","values":["This item is protected by copyright and unless otherwise specified the copyright of this thesis/dissertation is held by the author."]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.other","label":"Dc Identifier Other","values":["http://dissertations.umi.com/ku:11134"]},{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/1808/6729"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The objective of the proposed research is to study the traffic operational characteristics at four-way-stop-controlled (FWSC) intersections with single -lane approaches. 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With the collected data, a driver behavior based simulation approach was presented to estimate the 95th percentile queue length, control delay and service time. After calibration and validation, the simulation model was used to study characteristics of the queue length, control delay, and service time at FWSC intersections. Finally, intersection capacities were estimated under different traffic conditions."],"dc:identifier.other":["http://dissertations.umi.com/ku:11134"],"dc:identifier.uri":["http://hdl.handle.net/1808/6729"],"dc:language.iso":["en"],"dc:publisher":["University of Kansas"],"dc:rights":["This item is protected by copyright and unless otherwise specified the copyright of this thesis/dissertation is held by the author."],"dc:subject":["Civil engineering","Capacity","Fwsc intersections","Simulation"],"dc:title":["Behavior-Based Simulation Approach for the Capacity and Traffic Operational Characteristic Study of Four-Way-Stop-Controlled Intersections"],"dc:type":["Dissertation"]},"updated_at":"2026-07-24T02:47:15Z"}