Relevant bibliographies by topics / Traffic Load

Contents

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

Academic literature on the topic 'Traffic Load'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Traffic Load"

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Alnadish, Adham Mohammed, Madhusudhan Bangalore Ramu, Abdullah O. Baarimah, and Aawag Mohsen Alawag. "Development of Enhanced Stress Prediction Models for Fixed Traffic Loads on Flexible Pavements Based on Response Surface Methodology (RSM) and Machine Learning (ML) Techniques." Applied Sciences 15, no. 3 (2025): 1623. https://doi.org/10.3390/app15031623.

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Pavement design is influenced by traffic load, which affects its lifespan. Traditional methods classify traffic load into fixed traffic, fixed vehicle, variable traffic, and vehicle/axle loads. In fixed traffic, pavement thickness is based on the maximum expected wheel load without considering load repetitions. Meanwhile, in fixed vehicle scenarios, it is calculated by the repetitions of a standard axle load. For nonstandard axle loads, the equivalent axle load is determined by multiplying repetitions by the corresponding equivalent load factor. In variable traffic, each axle and its repetitio
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Asp, Olli, and Anssi Laaksonen. "Traffic Load Model Calibration and Comparison to Evolving Traffic Loads In 2014–2018." Baltic Journal of Road and Bridge Engineering 18, no. 3 (2023): 139–68. http://dx.doi.org/10.7250/bjrbe.2023-18.612.

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The national calibration of Eurocode load model 1 (LM1) for road bridges was made by a calibration of the load effects of LM1 against the corresponding load effects of a former load model used in Finland. Due to the increased gross vehicle weights in legislation, a national calibration of LM1 was necessary and the stochastic simulation was needed. The aim of this study is to generate a traffic model together with a predictive model for simulation purposes by using and combining long-time monitoring data measured on a road network in different surveys. In this paper, the performance of the pred
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Wu, G., T. Chen, and G. Zhang. "Deformation characteristics of red-mud embankment under monotonic and cyclic loads." IOP Conference Series: Earth and Environmental Science 1332, no. 1 (2024): 012017. http://dx.doi.org/10.1088/1755-1315/1332/1/012017.

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Abstract The rapid growth in the production of the red mud has led to the shortage of land for stockpiling in recent years. Although red mud has been considered as the filling material for embankments, the deformation characteristics of a red-mud embankment under traffic loads has not yet been clarified. To promote its application in embankment construction, a series of centrifuge model tests of red-mud embankment under monotonic and cyclic loads were conducted. The deformation and failure processes of red-mud embankment under normal and overproof traffic loads were analyzed. The results show
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Zhang, Mingyang, Xuejing Wang, and Yaohan Li. "Fatigue Reliability Assessment of Bridges Under Heavy Traffic Loading Scenario." Infrastructures 9, no. 12 (2024): 238. https://doi.org/10.3390/infrastructures9120238.

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Uncertainties in traffic flows pose significant challenges for the accurate fatigue safety assessment of bridge structures. Fatigue analysis requires detailed information on heavy vehicle-induced loads, which can be obtained from weigh-in-motion (WIM) systems. This paper develops a stochastic traffic load model based on site-specific WIM measurements to evaluate the fatigue reliability of steel bridges by enhancing simulation efficiency and incorporating correlations in traffic load parameters. Traffic loading is measured on site by WIM systems and used to develop a probabilistic model. A heav
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Au, Alexander, Clifford Lam, Akhilesh C. Agarwal, and Bala Tharmabala. "Bridge evaluation by mean load method per the Canadian Highway Bridge Design Code." Canadian Journal of Civil Engineering 32, no. 4 (2005): 678–86. http://dx.doi.org/10.1139/l05-015.

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The Canadian Highway Bridge Design Code (CHBDC) provides two alternative methods for evaluating the strength of existing bridges. The load and resistance factor method provides a general approach and covers the most extreme load situations that can occur in a general bridge population. The mean load method considers the uncertainties of loads acting on a specific bridge, the method of analysis, and resistance of the structure involved, and thus can provide a more accurate evaluation of individual bridges. Since traffic load represents a major portion of bridge loads, a better evaluation of spe
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Gao, Lian-sheng, Han-cheng Dan, and Liang Li. "Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence." Mathematical Problems in Engineering 2019 (July 18, 2019): 1–15. http://dx.doi.org/10.1155/2019/7020298.

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This paper establishes the equivalent relationships between the half-sinusoidal load, triangular load, vertical stepwise load, and moving traffic load. The governing equation was established for analyzing the dynamic responses of pavement, and half-sinusoidal load, triangular load, and vertical stepwise load functions were transformed into Fourier series expressions. The partial differential governing equations were simplified as ordinary differential equations and the analytical solutions were obtained. Further, the solutions were validated through comparing the theoretical results with numer
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Klymyshyn, Nazarii. "The Network Load Balancer in Decentrilized Systems." Advances in Cyber-Physical Systems 8, no. 1 (2023): 25–34. http://dx.doi.org/10.23939/acps2023.01.025.

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This article explores the implementation of network load balancing in decentralized systems using OpenWrt, Quality of Service (QoS), and traffic balancing techniques. The increasing demand for high-quality net- work services and the surge in network traffic requires the adoption of more efficient load-balancing methods to main- tain network performance. This paper discusses the use of OpenWrt, an open-source firmware for network routers, to configure and manage network traffic. The article also covers the implementation of QoS and traffic balancing techniques to optimize network performance an
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Zhao, Yue, Xuelian Guo, Botong Su, Yamin Sun, and Yiyun Zhu. "Multi-Lane Traffic Load Clustering Model for Long-Span Bridge Based on Parameter Correlation." Mathematics 11, no. 2 (2023): 274. http://dx.doi.org/10.3390/math11020274.

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Traffic loads are the primary external loads on bridges during their service life. However, an accurate analysis of the long-term effect of the operating traffic load is difficult because of the diversity of traffic flow in terms of vehicle type and intensity. This study established a traffic load simulation method for long-span bridges based on high authenticity traffic monitoring data, and an improved k-means clustering algorithm and Correlated variables Sampling based on Sobol sequence and Copula function (CSSC) sampling method. The monitoring traffic data collected through a weigh-in-motio
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Zhao, Jingnan, Hao Wang, Pan Lu, and Jiaqi Chen. "Mechanistic–Empirical Analysis of Pavement Performance Considering Dynamic Axle Load Spectra Due to Longitudinal Unevenness." Applied Sciences 12, no. 5 (2022): 2600. http://dx.doi.org/10.3390/app12052600.

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Pavement distresses are induced by mechanistic responses in pavement structure subjected to dynamic loads of moving vehicles. Pavement surface evenness deteriorates as pavement distresses propagate, which results in dynamic axle loads and faster pavement deterioration. It is vital to consider the dynamic axle load spectra to predict pavement deterioration using traffic-monitoring data. This study aimed to evaluate the effect of dynamic loads and overweight traffic on asphalt pavement overlay performance using mechanistic–empirical (M–E) pavement analysis. The relationship between dynamic load
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Hamarashid, Hozan Khalid, Miran Hama Rahim Saeed, and Soran Saeed. "Designing a Smart Traffic Light Algorithm (HMS) Based on Modified Round Robin Algorithm." Kurdistan Journal of Applied Research 2, no. 1 (2017): 27–30. http://dx.doi.org/10.24017/science.2017.1.8.

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Nowadays, traffic light system is very important to avoid car crashes and arrange traffic load. In the Sulaimani City / Iraq, there are many traffic problems such as traffic congestion or traffic jam and the amount of time provided manually to the traffic light system. This is the main difficulty that we try to solve. The traffic lights exist but still do not manage traffic congestion due to the fixed time provided for each lane regardless of their different load. Therefore, we are proposing to change the traditional traffic system to smart traffic system (adaptive system). This paper Focuses
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Dissertations / Theses on the topic "Traffic Load"

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Zhou, Xiao Yi. "Statistical analysis of traffic loads and traffic load effects on bridges." Phd thesis, UNIVERSITE PARIS-EST, 2013. http://tel.archives-ouvertes.fr/tel-00949929.

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Une grande majorité (85%) des ponts français a une portée inférieure à 50 m. Pour ce type d’ouvrage d’art, la charge de trafic peut être déterminante pour la conception et le recalcul. Or, en Europe, le fret routier a augmenté de 36.2% entre 1995 et 2010, et la croissance annuelle du volume transporté par la route a été évaluée à 1.7% entre 2005 et 2030. Il est donc essentiel de s’assurer que les infrastructures européennes sont en mesure de répondre à cette demande croissante en capacité structurelle des ouvrages. Pour les ouvrages neufs, les modèles de trafic dans les normes ou les législati
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Cong, Jing [Verfasser]. "Load Specification and Load Generation for Multimedia Traffic Loads in Computer Networks / Jing Cong." Aachen : Shaker, 2006. http://d-nb.info/1170529038/34.

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Warsama, Ahmed. "Traffic Engineering with SDN : Optimising traffic Load-Balancing with OpenFlow". Thesis, Mittuniversitetet, Institutionen för informationssystem och –teknologi, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-39385.

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The advent of trends such as virtualization, cloud computing, IoT and BYOD has increased the traffic loads on modern enterprise and data-center networks. As the requirements on today’s networks increase, newer designs and solutions have sprout forth. Software-Defined Networking was developed to cater to the needs of modern networks and to improve traffic handling among other things. This study focuses on the ways SDN, specifically the OpenFlow standard, can be used to load-balance and increase the network throughput, in comparison to traditional methods such as Equal-Cost Load-Balancing. This
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Igbe, Damian. "Dynamic load balancing of parallel road traffic simulation." Thesis, University of Westminster, 2010. https://westminsterresearch.westminster.ac.uk/item/90644/dynamic-load-balancing-of-parallel-road-traffic-simulation.

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The objective of this research was to investigate, develop and evaluate dynamic load-balancing strategies for parallel execution of microscopic road traffic simulations. Urban road traffic simulation presents irregular, and dynamically varying distributed computational load for a parallel processor system. The dynamic nature of road traffic simulation systems lead to uneven load distribution during simulation, even for a system that starts off with even load distributions. Load balancing is a potential way of achieving improved performance by reallocating work from highly loaded processors to
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James, Gerard. "Analysis of traffic load effects an railway bridges." Doctoral thesis, KTH, Civil and Architectural Engineering, 2003. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3523.

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<p>The work presented in this thesis studies the load and loadeffects of traffic loads on railway bridges. The increasedknowledge of the traffic loads, simulated using fieldmeasurements of actual trains, are employed in a reliabilityanalysis in an attempt at upgrading existing railwaybridges.</p><p>The study utilises data from a weigh-in-motion site whichrecords, for each train, the train speed, the loads from eachaxle and the axle spacings. This data of actual trainconfigurations and axle loads are portrayed as moving forcesand then used in computer simulations of trains crossing twodimension
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Sarraf, Anooshiravan Hashemzadeh. "Asymmetric traffic load modelling for local area networks." Thesis, Manchester Metropolitan University, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319239.

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Hadji, Leila. "A Unified Load Generator for Geographically Distributed Generation ofNetwork Traffic." Thesis, Högskolan Dalarna, Datateknik, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:du-2375.

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During the last decade, the Internet usage has been growing at an enormous rate which has beenaccompanied by the developments of network applications (e.g., video conference, audio/videostreaming, E-learning, E-Commerce and real-time applications) and allows several types ofinformation including data, voice, picture and media streaming. While end-users are demandingvery high quality of service (QoS) from their service providers, network undergoes a complex trafficwhich leads the transmission bottlenecks. Considerable effort has been made to study thecharacteristics and the behavior of the Inte
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Frostne, Isabel. "Traffic analysis of existing traffic in Kulyab region in order to plan and configure a new GSM MSC for this region." Thesis, KTH, Kommunikationssystem, CoS, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-91095.

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Wide area cellular mobile networks have rapidly evolved over the years. In the beginning achieving wide area coverage was a great achievement – enabling subscribers to call from wherever they were currently located and whenever they wanted. Additionally these systems supported mobility of subscribers, so that calls could continue even while a subscriber moved from one cell to another. Today mobility management is something everyone takes for granted. New functionality is continuously being developed for these networks. An important aspect of this evolution has been to enable new applications a
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Yaiaroon, Niphan. "Probabilistic modelling of extreme traffic load-effects based on WIM data." Thesis, The University of Sydney, 2009. https://hdl.handle.net/2123/28224.

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The primary aims of this thesis are to develop a realistic probabilistic model of extreme traffic load-effects (referred to as a Probabilistic Model), which could be used for a reliability—based assessment of the safety of existing bridges, and to develop a model that provides an efficient approximation (without significant computational difficulties) for the Probabilistic Model (referred to as an Approximate Model). The research focuses on the analysis of traffic load-effects estimated from Weigh-in-Motion data by calculating hypothetical load-effects that would be induced by each vehic
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Xirouchakis, Michail. "Traffic Load Predictions Using Machine Learning : Scale your Appliances a priori." Thesis, KTH, Skolan för elektroteknik och datavetenskap (EECS), 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-254906.

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Layer 4-7 network functions (NF), such as Firewall or NAPT, have traditionally been implemented in specialized hardware with little to no programmability and extensibility. The scientific community has focused on realizing this functionality in software running on commodity servers instead. Despite the many advancements over the years (e.g., network I/O accelerations), software-based NFs are still unable to guarantee some key service-level objectives (e.g., bounded latency) for the customer due to their reactive approach to workload changes. This thesis argues that Machine Learning techniques
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Books on the topic "Traffic Load"

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Martinez, Mark. Evaluation of LA DOTD traffic load data for determination of traffic load equivalency factors: Final report. Louisiana Transportation Research Center, 2001.

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Qu, Tongbin. Traffic-load forecasting using weigh-in-motion data. Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1997.

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Ruud, Schoonderwoerd, and Hewlett-Packard Laboratories, eds. Ant-based load balancing in telecommunications networks. Hewlett-Packard Laboratories, Technical Publications Department, 1996.

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Shukla, Shridhar B. Multicast tree construction in network topologies with asymmetric link loads. Naval Postgraduate School, 1994.

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K, Cable James. Field evaluation of alternative load transfer device locations in low-traffic volume pavements. Dept. of Civil, Construction and Environmental Engineering, Iowa State University, 2003.

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Gaver, Donald Paul. Heavy-traffic analysis of multi-type queueing under probabilistically load-preferential service order. Naval Postgraduate School, 1990.

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Washington (State). Solid Waste and Financial Assistance Program., ed. How long does it take to secure your load?: A few seconds more than it takes to destroy someone's life. Washington State Dept. of Ecology, Solid Waste & Financial Assistance Program, 2005.

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Washington (State). Solid Waste and Financial Assistance Program., ed. How long does it take to secure your load?: A few seconds more than it takes to destroy someone's life. Washington State Dept. of Ecology, Solid Waste & Financial Assistance Program, 2005.

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Office, General Accounting. FAA staffing: Air traffic controllers' work load and operational performance : fact sheet for the Chairman, Subcommittee on Transportation and Related Agencies, Committee on Appropriations, United States Senate. U.S. General Accounting Office, 1987.

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Ramberger, Günter. Structural bearings and expansion joints for bridges. International Association for Bridge and Structural Engineering (IABSE), 2002. http://dx.doi.org/10.2749/sed006.

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&lt;p&gt;Bridge superstructures have to be designed to permit thermal and live load strains to occur without unintended restraints. Bridge bearings have to transfer forces from the superstructure to the substructure, allowing all movements in directions defined by the designer. The two functions -transfer the loads and allow movements only in the required directions for a long service time with little maintenance - are not so easy to fulfil. Differ­ent bearings for different purposes and requirements have been developed so, that the bridge designer can choose the most suitable bearing.&lt;/p&g
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Book chapters on the topic "Traffic Load"

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Weik, Martin H. "traffic load." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_19828.

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Keenahan, Jennifer, Eugene OBrien, Aleš Žnidarič, and Jan Kalin. "Dynamic load allowance." In Bridge Traffic Loading. CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849-4.

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Weik, Martin H. "traffic load balancing." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_19829.

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Lebek, Dietrich. "Traffic Load Simulation Programme." In Bridge Management. Springer US, 1990. http://dx.doi.org/10.1007/978-1-4899-7232-3_49.

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Weik, Martin H. "line traffic load control." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_10344.

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Aziz, Zagroz, and Robert Bestak. "Mobile Voice Traffic Load Characteristics." In Computer Networks. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-21952-9_15.

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Larroca, Federico, and Jean-Louis Rougier. "A Fair and Dynamic Load-Balancing Mechanism." In Traffic Management and Traffic Engineering for the Future Internet. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-04576-9_3.

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OBrien, Eugene, Donya Hajializadeh, Bernard Enright, and Cathal Leahy. "Factors affecting the accuracy of characteristic maximum load effects." In Bridge Traffic Loading. CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849-6.

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Stirb, Adelin, Adrian Ciutina, Andrei Forton, Ciprian Costescu, and Paul Marc. "Analysis of the Pavement Response with Total/Partial Link Between Layers to the Action of Traffic Load." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57800-7_6.

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AbstractThe paper investigates the response of the pavement of a road sector analyzed to the traffic load that was determined numerically by using Abaqus numerical modelling software. This tool offers advanced analysis options in comparison with the normative road structure dimensioning tool. Thus, in contrast to the current use road structure dimensioning program, the FEM software allows the definition of the interfaces between layers and switch loads from static load to moving load, based on the determination of the resilient stresses and deformations in road structures by using the classica
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Tomanek, Dagmar Piotr, and Jürgen Schröder. "Traffic Load Heat Map – Intralogistisches Verkehrsaufkommen." In Value Added Heat Map. Springer Fachmedien Wiesbaden, 2018. http://dx.doi.org/10.1007/978-3-658-16895-7_8.

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Conference papers on the topic "Traffic Load"

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Wang, Xuejing, Xin Ruan, Joan R. Casas, and Mingyang Zhang. "Suitability of traffic load models in Codes to derive maximum load effects in long-span cable-stayed bridges." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1701.

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&lt;p&gt;Accurate calculation of load effects from heavy traffic is critical for assessing the safety of long-span cable-stayed bridges. As bridge spans increase, understanding their structural response under extreme traffic loads becomes essential for an appropriate design. Current traffic load models in national and international codes, designed for shorter spans, may not accurately assess the effects of real traffic in long-span bridges. This study examined three long-span cable-stayed bridges (200– 1000 meters) using WIM-measured traffic data and a probabilistic model to evaluate extreme r
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Kasamatsu, Toru, Yoshiaki Okui, Masashi Kimura, Ryota Kano, Satoru Sakuma, and Hideo Tokida. "A study on live load factor considering actual traffic load for evaluation of existing bridges." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0290.

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&lt;p&gt;Although B-live load is applied to bridge designs at present, considerable bridges had been designed with TL-20 in the previous design specifications. Most of these existing non-conformed bridges seem to be insufficient in load-carrying capacity under the current design code. In this study, a procedure for evaluating site-specific live load factors based on the actual traffic data for existing bridges is proposed. Two site-specific traffic data and three different girder bridges are employed to estimate live load factors for existing bridges as case study examples. The proposed method
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Wang, Ke, Xin Miao, Pengfei Liu, et al. "Traffic-Load-Aware Multipath Routing in LEO Satellite Networks." In 2024 4th International Conference on Intelligent Communications and Computing (ICICC). IEEE, 2024. https://doi.org/10.1109/icicc63565.2024.10780664.

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Tao, Jun, XinYu Wang, Huihui Hang, and Wangfeng Yu. "A Load Balancing Network Based on Dynamic Traffic Partitioning." In 2024 10th International Conference on Computer and Communications (ICCC). IEEE, 2024. https://doi.org/10.1109/iccc62609.2024.10941989.

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Martinolli, Stefan, and Andreas Taras. "Full-probabilistic reliability approach for the calibration of traffic load models on highway bridges." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.1119.

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&lt;p&gt;This study aims to present an alternative approach to the usual semi-probabilistic approach for the calibration of a traffic load model by considering both action and resistance side of the bridge structures. The traffic load models are therefore calibrated by matching the calculated system reliability with the target reliability proposed by the standards by using an optimisation algorithm by including the traffic load sensitivity factors as weight-factors. The presented framework is applied to a selection of simplified example-bridges and axle load sequences based on traffic simulati
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Amelina, Natalia, Andrey Chernov, Oleg Granichin, Yury Ivanskiy, and Irina Len. "Network Traffic Load Balancing Protocol*." In 2020 European Control Conference (ECC). IEEE, 2020. http://dx.doi.org/10.23919/ecc51009.2020.9143622.

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Hedayati, Maysam, Seyed Hossein, Reza Shakerian, and Mohsen Rahmani. "Comparison between traffic load estimated and true traffic load in Mobile ad-hoc network." In 2010 2nd International Conference on Education Technology and Computer (ICETC). IEEE, 2010. http://dx.doi.org/10.1109/icetc.2010.5529333.

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Raida, Vaclav, Martin Lerch, Philipp Svoboda, and Markus Rupp. "Deriving Cell Load from RSRQ Measurements." In 2018 Network Traffic Measurement and Analysis Conference (TMA). IEEE, 2018. http://dx.doi.org/10.23919/tma.2018.8506494.

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Liu, Qi, Jiahua Gan, Wenjin Guan, Pei Sun, and Zijun Liang. "Study on traffic organization optimization of unbalanced traffic load." In International Conference on Computer Application and Information Security (ICCAIS 2022), edited by Vijayakumar Varadarajan, Jerry Chun-Wei Lin, and Pascal Lorenz. SPIE, 2023. http://dx.doi.org/10.1117/12.2671864.

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Chernov, Andrey, Yury Ivanskiy, Irina Len, and Natalia Amelina. "Network Traffic Load Balancing Protocol for Different Priority Traffic." In 2022 6th Scientific School Dynamics of Complex Networks and their Applications (DCNA). IEEE, 2022. http://dx.doi.org/10.1109/dcna56428.2022.9923119.

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Reports on the topic "Traffic Load"

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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 smo
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Gaver, Donald P., and J. A. Morrison. Heavy-Traffic Analysis of Multi-Type Queueing under Probabilistically Load-Preferential Service Order. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada230371.

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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, 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 eva
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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. Purdue University, 2008. http://dx.doi.org/10.5703/1288284314325.

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Robinson, W., Victor Garcia, Jeb Tingle, James Davis, and Nathan Bowser. Effect of fighter aircraft traffic on full-depth reclamation with thin surface layers. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49629.

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The US Army Engineer Research and Development Center (ERDC) constructed a full-scale test section to evaluate the effectiveness of different pavement surface technologies in sustaining fighter aircraft traffic. A deteriorated thin asphalt pavement was recycled utilizing full-depth reclamation (FDR) techniques with cement stabilization. Relatively thin surfacing solutions constructed with either conventional hot mix asphalt (HMA) or nontraditional surface materials were placed on the FDR layer and trafficked with a single-wheel F-15 load cart. Rutting behavior, instrumentation response, and non
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Carruth, William, Terry Melendy, George Blaisdell, et al. Extreme cold weather airfield damage repair testing at Goose Bay Air Base, Canada. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48158.

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Rapid Airfield Damage Recovery (RADR) technologies have proven successful in temperate and subfreezing temperatures but have not been evaluated in extreme cold weather temperatures near 0°F. To address this capability gap, laboratory-scale and full-scale testing was conducted at these temperatures. Methods developed for moderate climates were adapted and demonstrated alongside methods that used snow harvested on-site as compacted backfill. After only a few days of training, seven experimental repairs were conducted by Canadian airmen at Goose Bay Air Base in Labrador, Canada, and load tested w
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Robinson, W. Full-scale evaluation of multi-axial geogrids in road applications. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/43549.

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The U.S. Army Engineer Research and Development Center (ERDC) constructed a full-scale unsurfaced test section to evaluate the performance of two prototype geogrids, referred to as NX950 and NX750, in road applications. The test section consisted of a 10-in.-thick crushed aggregate surface layer placed over a very weak 2 California Bearing Ratio (CBR) clay subgrade. Simulated truck traffic was applied using one of ERDC’s specially designed load carts outfitted with a single-axle dual wheel truck gear. Rutting performance and instrumentation response data were monitored at multiple traffic inte
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Rushing, John, Lulu Edwards, Haley Bell, and Margarita Ordaz. Rapid assessment tools for estimating trafficability of low volume roads. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49560.

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Rapid assessment of low-volume road surfaces remains a challenge when attempting to forecast allowable vehicle crossings. Variations in soil type, compaction effort, and moisture content of the soil can greatly affect trafficability, and predictive equations for soil deformation under vehicle loads often have reduced reliability for low-strength materials. Portable tools to characterize soil stiffness and corresponding relationships to load-induced deformation are needed. In this effort, researchers performed comparative testing of multiple rapid assessment tools as potential devices for givin
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Agudelo Urrego, Luz María, Chatuphat Savigamin, Devansh Gandhi, Ghadir Haikal, and Antonio Bobet. Assessment of Pipe Fill Heights. Purdue University Press, 2023. http://dx.doi.org/10.5703/1288284317612.

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The design of buried pipes, in terms of the allowable minimum and maximum cover heights, requires the use of both geotechnical and structural design procedures. The geotechnical procedure focuses on estimating the load on the pipe and the compressibility of the foundation soil. The focus of the structural design is choosing the correct cross-section details of the pipe under consideration. The uncertainties of the input parameters and installation procedures are significant. Because of that, the Load Resistance Factor Design (LRFD) method is considered to be suitable for the design of buried p
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Bell, Haley, Bradford Songer, Christopher Moore, and James Rowland. Evaluation of Tekcrete Fast for airfield pavement repairs. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49802.

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Tekcrete Fast is a deployable, high-strength cementitious product with rapid bonding force that was initially developed to provide stability for structures damaged by seismic activity and explosives. The product was evaluated by researchers at the US Army Engineer Research and Development Center for its ability to execute necessary force projection and resilient infrastructure repairs for the US military without major negative impacts to the mission. Full-scale testing of the rapidly emplaced calcium-sulfoaluminate (CSA) concrete product was completed to identify the sustainability and strengt
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