Voetgangersdetectie voor dynamische verkeerslichtenregeling: Een analyse van voertuig doorstromingsefficiëntie en voetgangersveiligheid

Dries Bourgeois

Voetgangersdetectie voor dynamische verkeerslichtenregeling: Een analyse van voertuig doorstromingsefficiëntie en voetgangersveiligheid

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[1] B. Ahmed. Exploring new bus priority methods at isolated vehicle actuatedjunctions. Transportation Research Procedia, 4:391–406, 2014.[2] A. Al-Mudhaffar. Impacts of traffic signal control strategies. 2006.[3] A. Ariza. Validation of Road Safety Surrogate Measures as a Predictor of CrashFrequency Rates on a Large-Scale Microsimulation Network. PhD thesis, 2011.[4] J. A. Bonneson, M. P. Pratt, and P. Songchitruksa. Development of guidelinesfor pedestrian safety treatments at signalized intersections. Technical report,Texas Transportation Institute, Texas A & M University System, 2012.[5] S. Bose, S. Ahuja, T. van Vuren, M. MacDonald, and D. Ragland. Towards theprovision of ultimate pedestrian priority: guidelines for installation of scramble(all red traffic phase) pedestrian signals at intersections. 2008.[6] O. Carsten, D. Sherborne, and J. Rothengatter. Intelligent traffic signals forpedestrians: evaluation of trials in three countries. Transportation ResearchPart C: Emerging Technologies, 6(4):213–229, 1998.[7] C. M. F. Clearinghouse. About CMFs. http://www.cmfclearinghouse.org/about.cfmp, geraadpleegd op 7 november 2016.[8] M. Crabtree, C. Lodge, and P. Emmerson. A review of pedestrian walkingspeeds and time needed to cross the road. Technical Report PPR700, 2014.[9] A. P. Davol. Modeling of traffic signal control and transit signal priority strategiesin a microscopic simulation laboratory. PhD thesis, Massachusetts institute oftechnology, 2001.[10] V. Deshpande. Evaluating the impacts of transit signal priority strategies ontraffic flow characteristics: Case study along US 1, Fairfax County, Virginia.PhD thesis, Virginia Polytechnic Institute and State University, 2003.[11] N. Duduta. Understanding how intersection and signaldesign impact pedestrian behaviour. http://www.sustainablecitiescollective.com/embarq/334926/understanding-… op 23 november 2016. [12] M. for the Environment. Vehicle kilometres travelled by road. Technical ReportINFO 358, 2009.[13] V. V. Gayah and E. T. Donnell. Establishing crash modification factors andtheir use. Technical report, 2014.[14] D. Gettman, L. Pu, T. Sayed, and S. G. Shelby. Surrogate safety assessmentmodel and validation: Final report. Technical report, 2008.[15] F. Gross, B. Persaud, and C. Lyon. A guide to developing quality crashmodification factors. Technical report, 2010.[16] Y. Hu. The Impact of Pedestrian Activities in Adaptive Traffic Signal ControlSystem Operations. PhD thesis, University of Pittsburgh, 2014.[17] S. M. L. Hubbard. A new perspective on pedestrian level of service at signalizedintersections. ProQuest, 2007.[18] R. Hughes, H. Huang, C. Zegeer, and M. Cynecki. Evaluation of automatedpedestrian detection at signalized intersections. Technical Report FHWA-RD-09-3337, 2000.[19] H. Huo, Q. Zhang, K. He, Z. Yao, and M. Wang. Vehicle-use intensity in china:Current status and future trend. Energy Policy, 43:6–16, 2012.[20] P. Ioannou. Design and Evaluation of Impact of Traffic Light Priority for Truckson Traffic Flow. 2015.[21] C. K. Lee, I. Yun, J.-H. Choi, S.-j. Ko, and J.-Y. Kim. Evaluation of semiactuatedsignals and pedestrian push buttons using a microscopic traffic simulationmodel. KSCE Journal of Civil Engineering, 17(7):1749–1760, 2013.[22] Y. Leong and C. Ng. Optimisation of traffic signal efficiency using ultrasonicpedestrian detection sensor. In ARRB Conference, 24th, 2010, 2010.[23] X. Li, G. Li, S.-S. Pang, X. Yang, and J. Tian. Signal timing of intersectionsusing integrated optimization of traffic quality, emissions and fuel consumption:a note. Transportation Research Part D: Transport and Environment, 9(5):401–407, 2004.[24] R. Liu, J. Cruz da Silva, and A. J. da Maia Seco. A bi-modal microsimulation toolfor the assessment of pedestrian delays and traffic management. In Proceedingsof the ninth international association of travel behaviour research conference,Gold Coast, Australia, 2000.[25] G. Lu and D. A. Noyce. Pedestrian crossings at mid-block locations: A fuzzylogic solution for existing signal operations. 2009. [26] G. Lu, Y. Zhang, and D. Noyce. Intelligent traffic signal system for isolatedintersections: Dynamic pedestrian accommodation. Transportation ResearchRecord: Journal of the Transportation Research Board, (2259):96–111, 2011.[27] G. X. Lu and D. A. Noyce. Intersection signal systems with intelligent pedestrianaccommodation: Dynamic pedestrian timing. In Transportation Research Board88th Annual Meeting, number 09-3337, 2009.[28] M. Mahmud. Evaluation of truck signal priority at n columbia blvd and martinluther king jr. blvd intersection. 2014.[29] H. C. Manual. Hcm 2000. Washington, DC: Transportation Research Board,2000.[30] F. Markowitz, S. Sciortino, J. L. Fleck, and B. M. Yee. Pedestrian countdown signals:experience with an extensive pilot installation. Institute of TransportationEngineers. ITE Journal, 76(1):43, 2006.[31] C. of Toronto. Understanding how intersection and signal design impactpedestrian behaviour. http://www1.toronto.ca/wps/portal/contentonly?vgnextoid=e52b3e62b2efd41…, geraadpleegd op3 november 2016.[32] U. D. of Transportation: Federal Highway Administration. Traffic Congestionand Reliability: Trends and Advanced Strategies for Congestion Mitigation.http://www.ops.fhwa.dot.gov/congestion_report/chapter3.htm, geraadpleegdop 17 november 2016.[33] U. D. of Transportation: Federal Highway Administration. Urban CongestionTrends. http://www.ops.fhwa.dot.gov/publications/fhwahop15006/index.htm#uct-map, geraadpleegd op 17 november 2016.[34] U. D. of Transportation: Federal Highway Administration. Traffic SignalTiming Manual. http://ops.fhwa.dot.gov/publications/fhwahop08024/chapter6.htm, geraadpleegd op 18 november 2016.[35] V. overheid AWV. Vademecum: Veilige wegen en kruispunten. 2009.[36] D. Robles. Optimal signal control with multiple objectives in traffic mobilityand environmental impacts. 2012.[37] E. Sacchi and T. Sayed. Conflict-based safety performance functions to predicttraffic collisions by type. In Transportation Research Board 95th Annual Meeting,number 16-1605, 2016.[38] S. Saneinejad and J. Lo. Leading pedestrian interval assessment and implementationguidelines. In Proceedings of the 94th Annual Meeting of the TransportationResearch Board, Washington DC, USA, 2015. [39] J. N. Schmitz. The effects of pedestrian countdown timers on safety and efficiencyof operations at signalized intersections. 2011.[40] C. Siteur, H. Van Run, W. Mak, J. Mens, and P. Van Liere. Signaalgroepafwikkelingdetectieconfiguratie iver. 2001.[41] A. Stevanovic, J. Stevanovic, and C. Kergaye. Optimizing signal timings toimprove safety of signalized arterials. In Proceedings of the 3rd InternationalConference on Road Safety and Simulation, 2011.[42] A. Stevanovic, J. Stevanovic, J. So, and M. Ostojic. Multi-criteria optimizationof traffic signals: Mobility, safety, and environment. Transportation ResearchPart C: Emerging Technologies, 55:46–68, 2015.[43] A. M. Turky, M. S. Ahmad, M. Z. M. Yusoff, and N. R. Sabar. Fuzzy logicapplication for pedestrian crossing. In Information Technology, 2008. ITSim2008. International Symposium on, volume 1, pages 1–6. IEEE, 2008.[44] E. . N. C. T. UNIVERSITY. The SCOOT Urban Traffic Control System.http://ocw.nctu.edu.tw/course/sc011/2012-08-22.pdf, geraadpleegd op31 mei 2016.[45] C. Vallyon and S. Turner. Reducing pedestrian delay at traffic signals. 2011.[46] L. Vasconcelos, L. Neto, Á. Seco, and A. Silva. Validation of the surrogate safetyassessment model for assessment of intersection safety. Transportation ResearchRecord: Journal of the Transportation Research Board, (2432):1–9, 2014.[47] Wikipedia. Weight function. https://en.wikipedia.org/wiki/Weight_function, geraadpleegd op 17 februari 2016.[48] B. Wolput. Optimal Signal Settings with Transit Signal Priority. PhD thesis,KU Leuven, 2016.[49] B. Wolput, E. Christofa, and C. M. Tampère. Optimal cycle length formulas forintersections with or without transit signal priority. In Transportation ResearchBoard 95th Annual Meeting, number 16-1804, 2016.[50] B. Wolput, C. Tampère, and E. Christofa. On the effectiveness of transit signalpriority strategies. 2015.[51] I. Yass. Every second counts: choices in the operation of traffic lights. 2011.


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