Relevant bibliographies by topics / Traffic design

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Traffic design'

Author: Grafiati
Published: 29 June 2021
Last updated: 6 February 2022

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Journal articles on the topic "Traffic design"

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Hassan, Arwa Abdel Mohsen Ahmed. "Traffic light automatic design." IOSR Journal of Engineering 4, no. 10 (October 2014): 45–47. http://dx.doi.org/10.9790/3021-041024547.

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Sharma, Satish C., Jin Y. Oh, and Jon J. Wyatt. "Estimation of design hourly volume from seasonal traffic counts." Canadian Journal of Civil Engineering 14, no. 6 (December 1, 1987): 728–31. http://dx.doi.org/10.1139/l87-110.

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By considering the thirtieth highest hourly volume (30HV) as the design hour volume, this study reexamines a commonly used method of predicting the 30HV as a function of the annual average daily traffice (AADT) volume. Based on Alberta's highway system data, some common limitations of the traditional 30HV–AADT model are pointed out. Also included in the analysis presented is a proposed alternative model which utilizes July/August traffic data to estimate the design hour volume. The alternative model appears to provide more accurate prediction results and it also eliminates the need of subjectively classifying the roads into various groups as required by the 30HV–AADT method. Key words: annual average daily traffice, design hour volume, highway design, road classification, traffic volume counts, transportation.
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Kumar, Er Neeraj. "Study of Design Traffic Signal." International Journal for Research in Applied Science and Engineering Technology 7, no. 5 (May 31, 2019): 3715–20. http://dx.doi.org/10.22214/ijraset.2019.5611.

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Ke-Qiang Liao and J. Roberts. "Videoconference Traffic and Network Design." IEEE Transactions on Communications 35, no. 3 (1987): 275–82. http://dx.doi.org/10.1109/tcom.1987.1096762.

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Genuit, Klaus, and André Fiebig. "Traffic design for soundscape improvements." Journal of the Acoustical Society of America 135, no. 4 (April 2014): 2147. http://dx.doi.org/10.1121/1.4876010.

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Buede, D., J. Farr, R. Powell, and D. Verma. "Air traffic management design considerations." IEEE Aerospace and Electronic Systems Magazine 18, no. 10 (October 2003): 3–8. http://dx.doi.org/10.1109/maes.2003.1244768.

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Thonhofer, Elvira, Toni Palau, Andreas Kuhn, Stefan Jakubek, and Martin Kozek. "Macroscopic traffic model for large scale urban traffic network design." Simulation Modelling Practice and Theory 80 (January 2018): 32–49. http://dx.doi.org/10.1016/j.simpat.2017.09.007.

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Pérez-Ocón, F., M. Rubiño, A. M. Pozo, and O. Rabaza. "Design of new traffic lights: Traffic safety and maintenance ease." Engineering Structures 57 (December 2013): 388–92. http://dx.doi.org/10.1016/j.engstruct.2013.09.047.

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Luo, Yong, and Yan Fei Sui. "Optimization Simulation Design of Sign Intersection Control." Advanced Materials Research 108-111 (May 2010): 446–51. http://dx.doi.org/10.4028/www.scientific.net/amr.108-111.446.

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This project has operated the traffic survey, collected and analyzed the data， found the congestion of the road and optimized it, alleviated the congestion, evacuated the traffic jams. Taking real intersection as example， this paper records the traffic flow and timing control, analyzes traffic condition. At the last, this study simulates the traffic operation status under the present condition with traffic simulation software VISSIM and improves the signal timing.
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Bai, Xue Feng, Hua Nan Cai, Shi Qiu, Pei Li, and Xiao Na Song. "Solar Energy Traffic Control Box Design." Applied Mechanics and Materials 538 (April 2014): 398–401. http://dx.doi.org/10.4028/www.scientific.net/amm.538.398.

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With the global energy crisis and environmental degradation, for its unique advantages ,solar energy will replace the traditional non-renewable energy.In This paper,an application of solar power traffic box design development process, the charge and discharge circuit and the traffic lights control circuit hardware and software is discussed.In the charging control circuit part, battery charging control strategy is studied,A sample circuit of solar-electric charging system based on UC306 is built, charging effect is available. system adopts the STC89C51 microcontroller to control, the mainly,timer interrupt of single chip microcomputer is applied to correct traffic lights control .It is proved that the system can reach the demand of anticipative design and is stable.And also design the fan and the heating device for the traffic police to provide a comfortable working environment.
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Dissertations / Theses on the topic "Traffic design"

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Bylund, Björn, and Nicklas Blomqvist. "Design and Implementation of a Traffic Generator using Unified Traffic Modelling." Thesis, Linköpings universitet, Institutionen för datavetenskap, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-119297.

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This thesis describes the design and implementation of a traffic generator that can simulate the traffic of tens of thousands of networking devices from a given traffic model. It is designed to handle traffic models created with Unified Traffic Modelling. The traffic generator is then evaluated and different solutions are compared in an effort to find the best solution for each issue. This thesis is meant to serve as a guideline for future development of traffic generators by providing insight into the problems faced during the development of one.
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Chen, Lifeng. "RESIDENTIAL STREET DESIGN AND TRAFFIC CONTROL." The University of Arizona, 1995. http://hdl.handle.net/10150/555362.

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Lam, Wa-Kwai. "Risk analysis and traffic signal design." Thesis, University of Southampton, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.328239.

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Azimian, Amin. "Design of an Intelligent Traffic Management System." University of Dayton / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1323275800.

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Hunter, John B. Gromann Holger. "Analysis and design of a universal traffic network /." Monterey, Calif. : Springfield, Va. : Naval Postgraduate School ; Available from National Technical Information Service, 2000. http://handle.dtic.mil/100.2/ADA384024.

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Thesis (M.S. in Computer Science) Naval Postgraduate School, Sept. 2000.
"September 2000." Thesis advisor(s): Lundy, Gilbert M. Includes bibliographical references (p. 113-115). Also available online.
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Wong, 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.

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Hunter, John B., and Holger Gromann. "Analysis and design of a universal traffic network." Thesis, Monterey, California. Naval Postgraduate School, 2000. http://hdl.handle.net/10945/9406.

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As the field of computer networking has evolved, so too has the use of these networks. Modern networks must be capable of performing more than simple data transfer. To be of value, a network must be able to handle the convergence of different types of traffic: voice, video, and data; and the Quality of Service requirements associated with each type. This thesis performs a detailed analysis of the different types of traffic, the two primary transmission media, fiber optical and copper based connections, and the connection-orientation technology to route the traffic. Presented in this thesis is a fiber-based hybrid network consisting of Asynchronous Transfer Mode at the backbone layer and Frame Relay and Passive Optical Networking at the local access layer. The proposed Universal Traffic Network, based on present-day technology, is a viable solution to the challenge imposed by the convergence of different traffic types.
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Lucio, Gilberto Flores. "Optimisation of network design for uncertain traffic matrices." Thesis, University of Essex, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.413638.

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Sullivan, Andrew J. "Developing a traffic signal design manual for Alabama." Birmingham, Ala. : University of Alabama at Birmingham, 2009. https://www.mhsl.uab.edu/dt/2009m/sullivan.pdf.

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Popescu, Vlad M. "Airspace analysis and design by data aggregation and lean model synthesis." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/49126.

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Air traffic demand is growing. New methods of airspace design are required that can enable new designs, do not depend on current operations, and can also support quantifiable performance goals. The main goal of this thesis is to develop methods to model inherent safety and control cost so that these can be included as principal objectives of airspace design, in support of prior work which examines capacity. The first contribution of the thesis is to demonstrate two applications of airspace analysis and design: assessing the inherent safety and control cost of the airspace. Two results are shown, a model which estimates control cost depending on autonomy allocation and traffic volume, and the characterization of inherent safety conditions which prevent unsafe trajectories. The effects of autonomy ratio and traffic volume on control cost emerge from a Monte Carlo simulation of air traffic in an airspace sector. A maximum likelihood estimation identifies the Poisson process to be the best stochastic model for control cost. Recommendations are made to support control-cost-centered airspace design. A novel method to reliably generate collision avoidance advisories, in piloted simulations, by the widely-used Traffic Alert and Collision Avoidance System (TCAS) is used to construct unsafe trajectory clusters. Results show that the inherent safety of routes can be characterized, determined, and predicted by relatively simple convex polyhedra (albeit multi-dimensional and involving spatial and kinematic information). Results also provide direct trade-off relations between spatial and kinematic constraints on route geometries that preserve safety. Accounting for these clusters thus supports safety-centered airspace design. The second contribution of the thesis is a general methodology that generalizes unifying principles from these two demonstrations. The proposed methodology has three steps: aggregate data, synthesize lean model, and guide design. The use of lean models is a result of a natural flowdown from the airspace view to the requirements. The scope of the lean model is situated at a level of granularity that identifies the macroscopic effects of operational changes on the strategic level. The lean model technique maps low-level changes to high-level properties and provides predictive results. The use of lean models allows the mapping of design variables (route geometry, autonomy allocation) to design evaluation metrics (inherent safety, control cost).
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Books on the topic "Traffic design"

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J, Fullerton Iris, and Institute of Transportation Engineers, eds. Manual of traffic signal design. 2nd ed. Washington, D.C: Institute of Transportation Engineers, 1998.

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J, Fullerton Iris, and Institute of Transportation Engineers, eds. Manual of traffic signal design. 2nd ed. Englewood Cliffs, N.J: Prentice Hall, 1991.

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Salter, R. J. Highway traffic analysis and design. 2nd ed. Basingstoke: Macmillan, 1990.

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Salter, R. J. Highway Traffic Analysis and Design. London: Macmillan Education UK, 1996. http://dx.doi.org/10.1007/978-1-349-13423-6.

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Salter, R. J. Highway Traffic Analysis and Design. London: Macmillan Education UK, 1989. http://dx.doi.org/10.1007/978-1-349-20014-6.

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Traffic system design handbook: Timesaving telecommunication traffic tables and programs. Piscataway, NJ: IEEE Press, 1993.

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Paul, Matthews, and Guest Peter, eds. Traffic engineering design: Principles and practice. 2nd ed. Oxford: Elsevier Butterworth-Heinemann, 2005.

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Peter, Guest, and Matthews Paul, eds. Traffic engineering design: Principles and practice. London: Arnold, 1998.

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Jiao tong she ji: Traffic design. Beijing Shi: Renmin jiao tong chu ban she, 2010.

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Ishimaru, John M. FLOW evaluation design technical report. Olympia, Wash: Washington State Department of Transportation, 1999.

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Book chapters on the topic "Traffic design"

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Salter, R. J. "Design of Weaving Sections." In Traffic Engineering, 63–67. London: Macmillan Education UK, 1989. http://dx.doi.org/10.1007/978-1-349-10800-8_17.

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Salter, R. J. "Traffic assignment." In Highway Traffic Analysis and Design, 64–69. London: Macmillan Education UK, 1989. http://dx.doi.org/10.1007/978-1-349-20014-6_9.

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Salter, R. J. "Traffic assignment." In Highway Traffic Analysis and Design, 63–70. London: Macmillan Education UK, 1996. http://dx.doi.org/10.1007/978-1-349-13423-6_9.

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Underwood, Robin T. "Traffic Considerations." In The Geometric Design of Roads, 1–29. London: Macmillan Education UK, 1991. http://dx.doi.org/10.1007/978-1-349-15157-8_1.

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Salter, R. J. "Design of a Traffic Signal Controlled Intersection." In Traffic Engineering, 112–20. London: Macmillan Education UK, 1989. http://dx.doi.org/10.1007/978-1-349-10800-8_25.

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Salter, R. J. "Design of a Three Phase Traffic Controlled Intersection." In Traffic Engineering, 121–27. London: Macmillan Education UK, 1989. http://dx.doi.org/10.1007/978-1-349-10800-8_26.

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Salter, R. J. "Design of Merging and Diverging Lanes at Grade Separated Junctions." In Traffic Engineering, 71–78. London: Macmillan Education UK, 1989. http://dx.doi.org/10.1007/978-1-349-10800-8_19.

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Salter, R. J. "Highway link design." In Highway Traffic Analysis and Design, 146–58. London: Macmillan Education UK, 1996. http://dx.doi.org/10.1007/978-1-349-13423-6_15.

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Tzanakakis, Konstantinos. "Track Design." In Springer Tracts on Transportation and Traffic, 199–202. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36051-0_29.

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Kaysi, Isam, Moshe Ben-Akiva, and Andre de Palma. "Design Aspects of Advanced Traveler Information Systems." In Urban Traffic Networks, 59–81. Berlin, Heidelberg: Springer Berlin Heidelberg, 1995. http://dx.doi.org/10.1007/978-3-642-79641-8_3.

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Conference papers on the topic "Traffic design"

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Ziarmand, Artur, Svetlana Chumachenko, Vladimir Hahanov, and Eugenia Litvinova. "Cloud traffic control: Smart traffic-driven streetlight." In 2017 IEEE East-West Design & Test Symposium (EWDTS). IEEE, 2017. http://dx.doi.org/10.1109/ewdts.2017.8110064.

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Gotfredson, Shawn. "Overland Park Kansas: Above and Beyond By Design." In Automated Traffic Signal Performance Measure Workshop. Purdue University, 2016. http://dx.doi.org/10.5703/1288284316027.

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FOWLER, WALLACE. "RPVs for drug traffic interdiction." In Aircraft Design and Operations Meeting. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-2062.

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Cleveland, William P., Elizabeth S. Fleming, and Gustavo Lee. "TCAS traffic display redesign." In 2011 Systems and Information Engineering Design Symposium (SIEDS). IEEE, 2011. http://dx.doi.org/10.1109/sieds.2011.5876873.

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Yin, Kui-Ying, Lin Jin, Bo Qian, and Kai Fang. "Public traffic transfer algorithm design." In Third International Conference on Photonics and Image in Agriculture Engineering (PIAGENG 2013), edited by Honghua Tan. SPIE, 2013. http://dx.doi.org/10.1117/12.2020164.

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Chen, Baidi, Zhibing Liu, and Xingzhi Chen. "Design for a Traffic Circle." In 2011 International Conference on Computational and Information Sciences (ICCIS). IEEE, 2011. http://dx.doi.org/10.1109/iccis.2011.127.

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Barman, Siddharth, and Shuchi Chawla. "Traffic-Redundancy Aware Network Design." In Proceedings of the Twenty-Third Annual ACM-SIAM Symposium on Discrete Algorithms. Philadelphia, PA: Society for Industrial and Applied Mathematics, 2012. http://dx.doi.org/10.1137/1.9781611973099.118.

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Duff-Riddell, Wayne. "A Practical Transit Network Design Method." In Second International Conference on Transportation and Traffic Studies (ICTTS ). Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40503(277)35.

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Gan, XianYong, and HongYi Yang. "Research on Urban Traffic Improvement Based on Meticulous Traffic Design." In 2009 IEEE International Conference on e-Business Engineering. IEEE, 2009. http://dx.doi.org/10.1109/icebe.2009.73.

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Shi, Fei, and Zhenbo Lu. "Application of Green Wave Traffic Design in Traffic Impact Analysis." In Eighth International Conference of Chinese Logistics and Transportation Professionals (ICCLTP). Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/40996(330)614.

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Reports on the topic "Traffic design"

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Bao, Jieyi, Xiaoqiang Hu, Cheng Peng, Yi Jiang, Shuo Li, and Tommy Nantung. Truck Traffic and Load Spectra of Indiana Roadways for the Mechanistic-Empirical Pavement Design Guide. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317227.

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The Mechanistic-Empirical Pavement Design Guide (MEPDG) has been employed for pavement design by the Indiana Department of Transportation (INDOT) since 2009 and has generated efficient pavement designs with a lower cost. It has been demonstrated that the success of MEPDG implementation depends largely on a high level of accuracy associated with the information supplied as design inputs. Vehicular traffic loading is one of the key factors that may cause not only pavement structural failures, such as fatigue cracking and rutting, but also functional surface distresses, including friction and smoothness. In particular, truck load spectra play a critical role in all aspects of the pavement structure design. Inaccurate traffic information will yield an incorrect estimate of pavement thickness, which can either make the pavement fail prematurely in the case of under-designed thickness or increase construction cost in the case of over-designed thickness. The primary objective of this study was to update the traffic design input module, and thus to improve the current INDOT pavement design procedures. Efforts were made to reclassify truck traffic categories to accurately account for the specific axle load spectra on two-lane roads with low truck traffic and interstate routes with very high truck traffic. The traffic input module was updated with the most recent data to better reflect the axle load spectra for pavement design. Vehicle platoons were analyzed to better understand the truck traffic characteristics. The unclassified vehicles by traffic recording devices were examined and analyzed to identify possible causes of the inaccurate data collection. Bus traffic in the Indiana urban areas was investigated to provide additional information for highway engineers with respect to city streets as well as highway sections passing through urban areas. New equivalent single axle load (ESAL) values were determined based on the updated traffic data. In addition, a truck traffic data repository and visualization model and a TABLEAU interactive visualization dashboard model were developed for easy access, view, storage, and analysis of MEPDG related traffic data.
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Lin, Pei-Sung. Recommendations for Yield-to-Bus Traffic Control Devices and Bus Pullout Bays Design Characteristics. Tampa, FL: University of South Florida, May 2013. http://dx.doi.org/10.5038/cutr-nctr-rr-2013-01.

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Robinson, W. Evaluation of thin flexible pavements under simulated aircraft traffic. Engineer Research and Development Center (U.S.), December 2020. http://dx.doi.org/10.21079/11681/39161.

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A full-scale airfield pavement test section was constructed and trafficked by the U.S. Army Engineer Research and Development Center (ERDC) to evaluate the performance of relatively thin airfield pavement structures. The test section consisted of 16 test items that included three asphalt pavement thicknesses and two different aggregate base courses. The test items were subjected to simulated aircraft traffic to evaluate their response and performance to realistic aircraft loads and to evaluate the effect of reductions in tire pressure on thin asphalt pavement. Rutting behavior, pavement cracking, instrumentation response, and falling weight deflectometer response were monitored at selected traffic intervals. The results of this study were used to extend existing Department of Defense pavement design and evaluation techniques to include the evaluation of airfield pavement sections that do not meet the current criteria for aggregate base quality and minimum asphalt concrete surface thickness. These performance data were used to develop new aggregate base failure design curves using existing stress-based design methodology.
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Li, Wei, and Andrzej Tarko. Effective and Robust Coordination of Traffic Signals on Arterial Streets, Volume 2: Guidelines of Design. West Lafayette, IN: Purdue University, 2007. http://dx.doi.org/10.5703/1288284314228.

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Li, Wei, and Andrew Tarko. Effective and Robust Coordination of Traffic Signals on Arterial Streets, Volume 2, Guidelines of Design. West Lafayette, IN: Purdue University, 2007. http://dx.doi.org/10.5703/1288284313370.

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Bardhan, Shuvo, Mitsuhiro Hatada, James Filliben, Douglas Montgomery, and Alexander Jia. An Evaluation Design for Comparing Netflow Based Network Anomaly Detection Systems Using Synthetic Malicious Traffic. National Institute of Standards and Technology, March 2021. http://dx.doi.org/10.6028/nist.tn.2142.

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Jiang, Yi, Shuo Li, and Tommy Nantung. Analysis and Determination of Axle Load Spectra and Traffic Input for the Mechanistic-Empirical Pavement Design Guide. West Lafayette, Indiana: Purdue University, 2008. http://dx.doi.org/10.5703/1288284314325.

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Bobashev, Georgiy, R. Joey Morris, Elizabeth Costenbader, and Kyle Vincent. Assessing network structure with practical sampling methods. RTI Press, May 2018. http://dx.doi.org/10.3768/rtipress.2018.op.0049.1805.

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Using data from an enumerated network of worldwide flight connections between airports, we examine how sampling designs and sample size influence network metrics. Specifically, we apply three types of sampling designs: simple random sampling, nonrandom strategic sampling (i.e., selection of the largest airports), and a variation of snowball sampling. For the latter sampling method, we design what we refer to as a controlled snowball sampling design, which selects nodes in a manner analogous to a respondent-driven sampling design. For each design, we evaluate five commonly used measures of network structure and examine the percentage of total air traffic accounted for by each design. The empirical application shows that (1) the random and controlled snowball sampling designs give rise to more efficient estimates of the true underlying structure, and (2) the strategic sampling method can account for a greater proportion of the total number of passenger movements occurring in the network.
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Thompson, Marshall, and David Lippert. Flexible Pavement Design (Full-depth Asphalt and Rubblization): A Summary of Activities. Illinois Center for Transportation, July 2021. http://dx.doi.org/10.36501/0197-9191/21-021.

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This report summarizes activities undertaken to support and ensure that the Illinois Department of Transportation utilizes the best demonstrated available technology for design and construction of full-depth hot-mix asphalt (HMA) pavements and HMA pavements on rubblized Portland cement concrete pavement (PCCP). To achieve this goal, the researchers reviewed pavement design and special provisions for full-depth asphalt and rubblization projects as well as full-depth asphalt and rubblization project performance via condition surveys and deflection measurements. They also modified design inputs as needed from the review of literature and responded to specific issues related to full-depth asphalt and rubblization design and construction. The researchers studied 32 rubblization projects on the interstate system and found this rehabilitation technique is providing good to excellent performance that exceeds design expectations. They provided input on proposed changes to full-depth hot-mix asphalt pavement on rubblized PCCP specifications as well as provided input on the RoadTec 1105e material transfer device. Analysis of traffic speed deflectometer data obtained on several hot-mix asphalt and rubblized pavements resulted in the development of analysis algorithms.
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Terzic, Vesna, and William Pasco. Novel Method for Probabilistic Evaluation of the Post-Earthquake Functionality of a Bridge. Mineta Transportation Institute, April 2021. http://dx.doi.org/10.31979/mti.2021.1916.

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While modern overpass bridges are safe against collapse, their functionality will likely be compromised in case of design-level or beyond design-level earthquake, which may generate excessive residual displacements of the bridge deck. Presently, there is no validated, quantitative approach for estimating the operational level of the bridge after an earthquake due to the difficulty of accurately simulating residual displacements. This research develops a novel method for probabilistic evaluation of the post-earthquake functionality state of the bridge; the approach is founded on an explicit evaluation of bridge residual displacements and associated traffic capacity by considering realistic traffic load scenarios. This research proposes a high-fidelity finite-element model for bridge columns, developed and calibrated using existing experimental data from the shake table tests of a full-scale bridge column. This finite-element model of the bridge column is further expanded to enable evaluation of the axial load-carrying capacity of damaged columns, which is critical for an accurate evaluation of the traffic capacity of the bridge. Existing experimental data from the crushing tests on the columns with earthquake-induced damage support this phase of the finite-element model development. To properly evaluate the bridge's post-earthquake functionality state, realistic traffic loadings representative of different bridge conditions (e.g., immediate access, emergency traffic only, closed) are applied in the proposed model following an earthquake simulation. The traffic loadings in the finite-element model consider the distribution of the vehicles on the bridge causing the largest forces in the bridge columns.
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