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dc.contributor.advisorLandiss, Carl W.
dc.creatorBaker, Robert Lewis
dc.date.accessioned2020-01-08T17:47:40Z
dc.date.available2020-01-08T17:47:40Z
dc.date.created1968
dc.date.issued1974
dc.identifier.urihttps://hdl.handle.net/1969.1/DISSERTATIONS-171417
dc.descriptionIncludes bibliographical references (leaves 168-177)en
dc.description.abstractConsiderable literature has been published on the analysis of traffic flow. These studies include mathematical models of various parts of traffic networks, the development of probability distributions of expected travel times, and simulation models for parts of traffic networks. A modular simulation model is developed which allows any of these various models to be incorporated into the simulation of a network. The consideration of this model is to provide a flexible and easily used method for the simulation of traffic networks. Previous simulation methods have required that the position of all vehicles be physically represented in the computer, and that their positions be accounted for during each time period. The necessity of keeping track of all vehicles simultaneously has been too cumbersome to allow simulation of very large systems. The method of representing vehicles in the simulation model presented here is a departure from methods previously used. The method is based on a single-vehicle-multi-interference movement concept. Instead of the vehicle being physically represented in the computer, the method developed represents the vehicles as tallies in time and position dependent arrays. A basic assumption in this model is that the interferences which cause a vehicle to be delayed during its travel through the system can be represented, by mathematical equations, statistical distributions, or simulation models. Consequently, there is no need physically to represent and account for the vehicle or its position at any point in time. An even more important observation is that there is no need to have any other vehicle in the system because the interactions between vehicles may be simulated by interferences. Mathematical validation of the method is presented along with sample outputs from several simulation runs. Operating instructions, a description, and program listings of the program are included.en
dc.format.extentxii, 178 leaves : graphsen
dc.format.mediumelectronicen
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.rightsThis thesis was part of a retrospective digitization project authorized by the Texas A&M University Libraries. Copyright remains vested with the author(s). It is the user's responsibility to secure permission from the copyright holder(s) for re-use of the work beyond the provision of Fair Use.en
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/
dc.subjectTraffic flow--Mathematical modelsen
dc.subjectTraffic flow--Simulation methodsen
dc.subject.classification1968 Dissertation B168
dc.titleA modular simulation model for the design of traffic networksen
dc.typeThesisen
thesis.degree.grantorTexas A&M Universityen
thesis.degree.nameDoctor of Philosophyen
thesis.degree.levelDoctoralen
dc.contributor.committeeMemberChevrette, John M.
dc.contributor.committeeMemberFlowers, A. I.
dc.contributor.committeeMemberHurley, Robert S.
dc.type.genredissertationsen
dc.type.materialtexten
dc.format.digitalOriginreformatted digitalen
dc.publisher.digitalTexas A&M University. Libraries


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