Dissertations / Theses on the topic 'Interchanges and intersection'
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Thomas, Chester. "Georgia intersection safety improvement program." Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/24620.
Full textSullivan, Daniel P. "Vehicle headway and lane flow distributions on multi-lane arterial roads." Thesis, Queensland University of Technology, 2001.
Find full textPretorius, Pieter. "Delay in networks of signalised intersections." Thesis, Queensland University of Technology, 2001.
Find full textChu, Suet-wa, and 朱雪華. "Assessing the performance of interchange in Hong Kong: a case study in Tseung Kwan O." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2011. http://hub.hku.hk/bib/B46735525.
Full textOh, Jutaek. "Evaluation and enhancement of accident prediction models and accident modification factors of rural intersections." Diss., Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/32844.
Full textVisser, Salomé. "Guidelines for spacing of priority controlled intersections along urban collector roads." Thesis, [Bloemfontein?] : Central University of Technology, Free State, 2007. http://hdl.handle.net/11462/91.
Full textAle, Gom. "Safety Effectiveness and Safety-Based Volume Warrants of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways." Diss., North Dakota State University, 2012. http://hdl.handle.net/10365/19235.
Full textCivil and Environmental Engineering
College of Engineering
Barry, Christina Danielle. "Calibration of the hcm 2010 roundabout capacity equations for georgia conditions." Thesis, Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/44887.
Full textPochowski, Alek L. "An analytical review of statewide roundabout programs and policies." Thesis, Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/37285.
Full textLukáš, Radek. "Variantní řešení MÚK Mohelnice sever." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-412949.
Full textServus, Ondřej. "VMO Brno Jih - variantní řešení." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225629.
Full textKako, Soichiro. "Microscopic modelling of merging at unsignalised intersections and its application to freeway merging." Thesis, Queensland University of Technology, 1998.
Find full textDuncan, Allison Boyce. "Cyclist Path Choices Through Shared Space Intersections in England." PDXScholar, 2016. https://pdxscholar.library.pdx.edu/open_access_etds/2704.
Full textWong, Chi-kwong, and 黃志光. "Lane-based optimization method for traffic signal design." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2004. http://hub.hku.hk/bib/B31246096.
Full textAle, Gom Bahadur. "Safety Effectiveness and Safety-Based Volume Warrants of Right-Turn Lanes at Unsignalized Intersections and Driveways on Two-Lane Roadways." Diss., North Dakota State University, 2012. https://hdl.handle.net/10365/26510.
Full textHand, Troy S. "Self-organized traffic flows: a sequential conflict resolution approach." Thesis, Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/49125.
Full textHecht, Marie B. "A comparison of Bayesian and classical statistical techniques used to identify hazardous traffic intersections." Thesis, The University of Arizona, 1988. http://hdl.handle.net/10150/276795.
Full textJohnson, Todd Robert. "Safety at Half-Signal Intersections in Portland, Oregon." PDXScholar, 2015. http://pdxscholar.library.pdx.edu/open_access_etds/2200.
Full textLi, Zhijie, and 李志杰. "Expert system rules for the classification of road intersections and turns in Hong Kong." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B31539725.
Full textBlogg, Miranda Louise. "Queues and delays at traffic elements with variable demand." Thesis, Queensland University of Technology, 2000.
Find full textBarnett, Joel Stephen. "On the Estimation of Volumes of Roadways: An Investigation of Stop-Controlled Minor Legs." PDXScholar, 2015. https://pdxscholar.library.pdx.edu/open_access_etds/2196.
Full textKortová, Anna. "Úprava křižovatky silnic I/43 x II/150 u Boskovic." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372227.
Full textKachtík, Jiří. "Vyhodnocení protismykových vlastností povrchů vozovek na rampách dálničních křižovatek." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225448.
Full textMotl, Vojtěch. "Návrh řešení sil. I/42 – VMO v Brně v úseku MÚK Hlinky – MÚK Velodrom." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372279.
Full textNteziyaremye, Pascal. "Understanding pedestrian crossing behaviour : a case study in the Western Cape, South Africa." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80368.
Full textENGLISH ABSTRACT: Road traffic accidents have been a global concern facing all countries. Approximately 1.2 million people are killed annually as a result of traffic accidents and 50 million are injured. More than 90 percent of road fatalities occur in the developing world which has only 48 percent of the world’s registered vehicles. Beyond the problem of road fatalities, road traffic accidents result in disability and long term injury. They also cause considerable economic losses to victims and their families and damage properties and infrastructures. In South Africa, pedestrian fatalities account for about 40 percent of all road traffic accidents. Behaviour patterns of both pedestrians and motorists at pedestrian crossings are the main influential factors of pedestrian accidents. This study investigates behaviour patterns of pedestrians negotiating different types of crossing facilities in the town of Stellenbosch, in South Africa. A total number of 17 pedestrian crossings were selected for the study on the basis of their geometric and operational characteristics. Video-based observations together with on-street interviews were used to understand crossing behaviour patterns, namely pedestrian walking speed, pedestrian delay, gaze behaviour, pedestrian-vehicle conflicts, pedestrian compliance with road traffic rules and gap-acceptance behaviour. Results of the study showed that male pedestrians walk more than female pedestrians. The 15th percentile crossing speed for all pedestrians observed while crossing was found to be 1.13 m/s whereas the mean crossing speed was found to be 1.48 m/s. Demographic variables appeared to significantly influence pedestrian walking speed. Male and younger pedestrians exhibited higher walking speeds than female and older pedestrians. Pedestrian walking speed was also found to be affected by group size, encumbrance, type of pedestrian facility and distraction while walking. However, no effects of conflicts and the presence of a pedestrian refuge on pedestrian walking speed were found in this study. A mean total delay of 5.10 seconds was found in this study. Male and younger pedestrians experienced shorter delay compared to female and older pedestrians. The type of pedestrian facility and traffic signals during which pedestrians arrived at the kerb and crossed appeared to be other influential factors of pedestrian delay. With regard to gaze behaviour, an average number of head movements ranged from 2 to 5 at the kerb and from 3 to 5 while crossing. Conflicts with motorists peaked where crossing distances were longer and traffic volume was heavy. A red light violation ranging from 82 to 87 percent was observed in this study and on-street surveys indicated that beliefs and attitudes towards traffic control devices and traffic environment significantly explained pedestrians’ unsafe crossing behaviour. The calculated critical gap and critical lag ranged from 2.19 to 3.90 seconds and the effect of crossing distance on gap-acceptance emerged in this study. Possible interventions are finally suggested.
AFRIKAANSE OPSOMMING: Padongelukke is 'n wêreldwye probleem wat al die lande in die gesig staar. Ongeveer 1,2 miljoen mense sterf jaarliks as 'n gevolg van verkeersongelukke en 50 miljoen word beseer. Meer as 90 persent van padsterftes kom voor in die ontwikkelende wêreld met slegs 48 persent van die wêreld se geregistreerde voertuie. Bo en behalwe die probleem van padsterftes, het padongelukke gestremdheid en lang termyn beserings tot gevolg. Dit veroorsaak ook aansienlike ekonomiese verliese vir die slagoffers en hul gesinne en skade aan eiendomme en infrastruktuur. In Suid-Afrika is voetgangersterftes verantwoordelik vir sowat 40% van alle padongelukke. Gedragspatrone van beide voetgangers en motoriste by voetoorgange is die belangrikste bepalende faktore van voetganger-ongelukke. Hierdie studie ondersoek gedragspatrone van voetgangers by verskillende tipes kruisings in die dorp van Stellenbosch Suid-Afrika. ʼn Totale aantal van 17 voetoorgange is gekies vir die studie op die basis van hul geometriese en operasionele eienskappe. Video-gebaseerde waarnemings saam met op-straat onderhoude is gebruik om kruising-gedragspatrone, naamlik voetganger stapspoed, voetganger vertraging, kyk gedrag, voetganger-voertuig konflikte, voetganger nakoming van padverkeersreëls en gaping-aanvaarding gedrag te verstaan. Resultate van die studie het getoon dat manlike voetgangers vinniger loop as vroulike voetgangers. Die 15de persentiel kruising spoed vir alle voetgangers waargeneem binne kruisings was 1,13 m/s, terwyl die gemiddelde kruising spoed 1,48 m/s is. Demografiese veranderlikes beïnvloed voetgangers loop-spoed. Manlik en jonger voetgangers loop vinniger as vroulike en ouer voetgangers. Voetgangers loop-spoed word ook geraak deur die grootte van die groep, die dra van items, die tipe voetganger-fasiliteit en afleiding terwyl geloop word. Daar is egter geen gevolge van konflikte op voetgangers loop-spoed in hierdie studie gevind nie. 'n Gemiddelde totale vertraging van 5,10 sekondes is in hierdie studie gevind. Manlik en jonger voetgangers ervaar korter vertraging in vergelyking met die vroulike en ouer voetgangers. Die tipe voetgangerfasiliteit en verkeerseine was ander invloedryke faktore van voetganger vertraging. Vir waarneming van die verkeer is gevind dat die gemiddelde aantal kopbewegings gewissel het van 2 tot 5 teen die randsteen en van 3 tot 5, tydens die kruising. Konflikte met motoriste het ʼn hoogtepunt bereik waar kruising afstande langer en verkeersvolume hoër was. Rooi lig oortredings wat wissel van 82 tot 87 persent is in hierdie studie waargeneem en op-straat opnames het aangedui dat houdings teenoor verkeer-beheer toestelle en die verkeersomgewing die voetgangers se onveilige kruising-gedrag verduidelik. Die berekende kritiese gaping het gewissel van 2,19 tot 3,90 sekondes en die effek van die kruisinglengte op gaping-aanvaarding het in hierdie studie na vore gekom. Moontlike intervensies word voorgestel.
Pham, Cao Van. "Signalized fuzzy logic for diamond interchanges incorporating with fuzzy ramp system : a thesis presented in partial fulfilment of the requirements for the degree of Master of Engineering in Mechatronics at Massey University, Auckland, New Zealand." Massey University, 2009. http://hdl.handle.net/10179/1126.
Full textLo, Tak-man, and 盧德敏. "The ability of elderly pedestrians to use traffic signal controlled crossroads in Hong Kong: environmental demandand other associated factors." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31979452.
Full text"Die geldigheid van die "Systems Operations Analysis Package (SOAP84)" by die analisering van geisoleerde seinbeheerde verkeerskruisings." Thesis, 2014. http://hdl.handle.net/10210/12714.
Full textThe purpose of this study was to investigate the accuracy of SOAP84-simulations of delay and percentage stops at isolated signalized intersections. In the application, capacity was distinguished in terms of lane configuration only. Results at the intersections showed SOAP overestimating both delay and percentage stops by as much as 100%. It is recommended that the same investigations be repeated with more accurate information on the capacity of the intersections.
Tuss, Halston. "Pedestrian safety at signalized intersections operating the flashing yellow arrow." Thesis, 2012. http://hdl.handle.net/1957/34335.
Full textGraduation date: 2013
Yaqub, Omar Seddeq Omar. "Modeling, Analysis, and Simulation of Two Connected Intersections Using Discrete and Hybrid Petri Nets." 2014. http://hdl.handle.net/1805/3873.
Full textIn recent decades, Petri nets (PNs) have been used to model traffic networks for different purposes, such as signal phase control, routing, and traffic flow estimation, etc. Because of the complex nature of traffic networks where both discrete and continuous dynamics come into play, the Hybrid Petri net (HPN) model becomes an important tool for the modeling and analysis of traffic networks. In Chapter 1 a brief historical summery about traffic systems control and then related work is mentioned followed by the major contributions in this research. Chapter 2 provides a theoretical background on Petri nets. In Chapter 3, we develop a HPN model for a single signalized intersection first, then we extend this model to study a simple traffic network that consists of two successive intersections. Time delays between different points of network are also considered in order to make the model suitable for analysis and simulation. In addition to HPN models, we also consider discrete Petri nets where their modeling simplicity enables the characterization of the occurrences of all events in the system. This discrete PN is particularly useful to give a higher-level representation of the traffic network and study its event occurrences and correlations. In Chapter 4, we build a discrete PN model to represent a traffic network with two successive intersections. However, we find that the model leads to unbounded places which cannot accurately reflect the dynamics of the traffic in terms of event occurrences. Hence, we introduce the Modified Binary Petri nets (MBPN) to overcome the limitation and resolve the confliction problem when we design our controllers. This MBPN model is a powerful tool and can be useful for the modeling and analysis of many other applications in traffic networks. Chapter 5 gives a summary for each chapter, provides conclusion and discusses future work for both discrete and hybrid Petri nets.
Moore, Derek (Derek Adam). "Fuzzy logic for improved dilemma zone identification : a simulator study." Thesis, 2012. http://hdl.handle.net/1957/30712.
Full textGraduation date: 2013