Thesis (M.S.)--Florida State University, 2006. / Advisor: Kartik Gopalan, Florida State University, College of Arts and Sciences, Dept. of Computer Science. Title and description from dissertation home page (viewed Sept. 22, 2006). Document formatted into pages; contains ix, 46 pages. Includes bibliographical references.

The field of monitoring is one of rapid development. Advances in sensor technologies, in data communication paradigms and data processing algorithms all influence the possibilities of Structural Health Monitoring, damage detection, traffic monitoring and other implementations of monitoring systems. Bridges are a very critical part of a country’s infrastructure, they are expensive to build and maintain, and many uncertainties surround important factors determining the serviceability and deterioration of bridges. As such, bridges are good candidates for monitoring. Monitoring can extend the service life and avoid or postpone replacement, repair or strengthening work. Many bridges constitute a bottleneck in the transport network they serve with few or no alternative routes. The amount of resources saved, both to the owner and the users, by reducing the amount of non-operational time can easily justify the extra investment in monitoring. This thesis consists of an extended summary and three appended papers. The thesis presents advances in sensor technology, damage identification algorithms and Bridge Weigh-In-Motion techniques. Two case studies are carried out. In the first a bridge and traffic monitoring system is implemented in a highway suspension bridge to study the cause of unexpected wear in the bridge bearings. In the second a fully operational Bridge Weigh-In-Motion system is developed and deployed in a steel railway bridge. The gathered data was studied to obtain a characterization of the site specific traffic. / QC 20111122

This thesis addresses key challenges in intersection traffic monitoring using overhead fisheye cameras, focusing on object detection, localization, vehicle maneuver classification, and traffic violation detection. A data augmentation technique was developed to improve the performance of deep learning-based object detection algorithms for fisheye images. By fine-tuning these models, significant improvements in Average Precision (AP) were achieved for vehicle and pedestrian detection, effectively addressing object orientation and size variability. A novel calibration method was introduced to mitigate the effects of road surface elevation changes on object localization. This method accurately translates image coordinates into geographical coordinates by incorporating 3D road characteristics. The proposed localization algorithm, validated through field tests, demonstrated high accuracy in localizing both cars and pedestrians. Furthermore, Kalman filtering techniques were integrated to enhance object tracking, providing precise localization even in complex environments like sloped streets. In addition, a self-learning vehicle maneuver classification and counting algorithm was developed, capable of recognizing various vehicle movements such as turns and U-turns. The algorithm’s performance was validated in real-world scenarios, where it successfully classified and counted vehicle maneuvers at multiple intersections. Moreover, a traffic violation detection system was designed on top of the maneuver classification algorithm to identify common infractions like box-blocking and illegal turns at intersections. The outcomes of this research contribute to a comprehensive system that enhances traffic monitoring, safety enforcement, and operational efficiency at intersections, offering practical solutions to modern traffic management challenges. / Thesis / Doctor of Philosophy (PhD) / This thesis explores methods for improving intersection traffic monitoring using overhead fisheye cameras. It enhances vehicle and pedestrian detection with a refined object detection model that improves accuracy by effectively handling object orientation and size variations. A new calibration technique has been developed to address road surface elevation changes, improving the precision of object localization. The thesis also presents a novel object localization approach that combines Kalman filtering with camera altitude correction, enabling accurate object localization in complex environments like sloped streets. Additionally, a new vehicle counting algorithm is designed to handle fisheye imagery and traffic management challenges. This system has proven effective in real-world tests, accurately classifying the vehicle maneuvers used to detect traffic violations such as illegal turns and box-blocking with an impressive precision rate. The proposed methods significantly enhance real-time traffic monitoring and enforcement, contributing to safer and more efficient intersections.

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Untersuchungsgegenstand der vorliegenden Arbeit ist die Schnittstelle zwischen Verkehrsprozess und Informationsprozess in Systemen für die fahrzeuggenerierte Verkehrsdatengewinnung. Dabei konzentrieren sich die Untersuchungen auf die originäre Größe Geschwindigkeit. Das wesentliche Ziel der theoretischen und praktischen Untersuchungen bildet die qualifizierte Bestimmung makroskopischer Kenngrößen des Verkehrsflusses aus mikroskopischen Einzelfahrzeugdaten. Einen Schwerpunkt der Arbeit bildet die Analyse von mikroskopischen Einzelfahrzeugdaten mit Hilfe von informationsentropischen und spektralen Betrachtungen. Diese Untersuchungen erfolgen mit dem Ziel, eine optimale Nutzung der limitierten Übertragungs- und Verarbeitungskapazität in realen FCD-Systemen zu ermöglichen, theoretische Grenzerte abzuleiten und in der Praxis verwendete Parameter von FCD-Systemen theoretisch zu begründen. Ausgehend von empirischen und theoretischen Untersuchungen wird die Entropie der Informationsquelle "Geschwindigkeitsganglinie" bestimmt. Es wird gezeigt, dass Geschwindigkeitsganglinien als Markov-Quellen modelliert werden können. Aus der Entropiedynamik von Geschwindigeitsganglinien wird eine optimale Größe für den Erfassungstakt abgeleitet. Eine Analyse der spektralen Eigenschaften von Geschwindigkeitsverläufen zeigt, dass zwischen den Spektren von Geschwindigkeitsganglinien und dem Verkehrszustand Zusammenhänge bestehen. Geschwindigkeitsganglinien besitzen Tiefpasscharakter. Für die Berechnung der Tiefpassgrenzfrequenzen von empirischen Geschwindigkeitsganglinien wird ein Leistungskriterium eingeführt. Ausgehend von den derart bestimmten empirischen Tiefpassgrenzfrequenzen kann ein optimaler Erfassungstakt ermittelt werden, dessen Größe näherungsweise mit dem aus der Entropiedynamik abgeleiteten Erfassungstakt übereinstimmt. Ein einfacher Indikator für die Dynamik von Geschwindigkeitsverläufen ist der Variationskoeffizient der Einzelfahrzeuggeschwindigkeit. Es wird gezeigt, dass die Gewinnung und Übertragung von Variationskoeffizienten der Einzelfahrzeuggeschwindigkeiten in FCD-Systemen sinnvoll ist. In der Arbeit erfolgt eine theoretische Begründung des erforderlichen Ausrüstungsgrades in FCD-Systemen. Die Beurteilung der Leistungsfähigkeit von FCD-Systemen erfolgt dabei auf der Grundlage einer Konfidenzschätzung für die Zufallsgröße Reisegeschwindigkeit. Das verwendete Verfahren ist geeignet, die Leistungsfähigkeit von FCD-Systemen in unterschiedlichen Szenarien (Stadt-, Landstraßen-, Autobahnverkehr) zu vergleichen. Es wird gezeigt, dass FC-Daten in bestimmten Szenarien (insbesondere Stadtverkehr) zwingend einer Fusion mit anderen Verkehrsdaten bedürfen. Für die statistische Dimensionierung und Auswertung eines FCD-Systems ist der Variationskoeffizient der mittleren Reisegeschwindigkeiten der Fahrzeuge eines Fahrzeugkollektivs (kollektiver Variationskoeffizient) ein wesentlicher Parameter. Es wird gezeigt, dass der kollektive Variationskoeffizient in der Regel nicht nur vom Verkehrszustand, sondern auch von der räumlichen und zeitlichen Strukturierung des Beobachtungsgebietes abhängig ist. Für die näherungsweise Bestimmung des kollektiven Variationskoeffizienten werden Modelle abgeleitet und verifiziert.

Road network of a region is of a paramount importance in the overall development. Management of road traffic is a key factor for the city authority and reducing the road traffic congestion is a significant challenge in this perspective. In this thesis, a Wireless Sensor Network (WSN) based road-traffic monitoring scheme with dynamic mathematical traffic model is presented that will not necessarily include all adjacent intersections of a block; rather the important major intersections of a city. The objective of this scheme is to reduce the congestion by re-routing the vehicles to better performing road-segments by informing the down-stream drivers through broadcasting the congestion information in a dedicated radio channel. The dynamic model can provide with the instantaneous status of the traffic of the road-network. The scheme is a WSN based multi-hop relay network with hierarchical architecture and composed of ordinary nodes, Cluster-Head nodes, Base Stations, Gateway nodes and Monitoring and Control Centers (MCC) etc. Through collecting the traffic information, MCC will check the congestion status and in defining the congestion, threshold factors have been used in this model. For the congested situation of a road-segment, a cost function has been defined as a performance indicator and estimated using the weight factors (importance) of these selected intersections. This thesis considered a traffic network with twelve major intersections of a city with four major directions. Traffic arrivals in these intersections are assumed to follow Poisson distribution. Model was simulated in Matlab with traffic generated through Poisson Random Number Generator and cost function was estimated for the congestion status of the road-segments over a simulation period of 1440 minutes starting from midnight. For optimization purpose we adopted two different approaches; in the first approach, performance of the scheme was evaluated for all threshold factor values iteratively one at a time, applying a threshold factor value to define threshold capacities of all the road segments; traffic was generated and relative cost has been estimated following the model specifications with the purpose of congestion avoidance. In the second approach, different values of threshold factor have been used for different road segments for determining the optimum set-up, and exhaustive search technique has been applied with a smaller configuration in order to keep computations reachable. Simulation results show the capacity of this scheme to improve the traffic performance by reducing the congestion level with low congestion costs.

Fundação de Apoio a Pesquisa e à Inovação Tecnológica do Estado de Sergipe - FAPITEC/SE / With the popularity of the Internet and the emergence of new services, it has become increasingly necessary to make a network planning, in order to ensure that each of the elements that compose it are used e ciently. Moreover, it is necessary to control and monitor the network, making sure that everything is running the way it was planned. In networks using the SDN paradigm, by introducing a network controller, is possible the separation between the data plane (hardware) and control plane (software) existing on the network devices, allowing that new protocols and technologies are implemented and tested on any network device, regardless of its manufacturer. In contrast with it, the following question arises: how to apply tra c monitoring in an SDN network ahead of his centralized control architecture without causing delays or inconsistencies? This work proposed a tra c monitoring service for SDN networks based on the OpenFlow protocol, called SDNMonitor, which aims to provide a view of network data tra c at three levels of granularity, for each port of each switch, for each flow and for each network service. Additionally, it was also proposed a load balancing service based on the use of Round-Robin and Bandwidth-Based algorithms. The experimental evaluation of these services was conducted through controlled experiments, which were generated and monitored some tra c. The results showed that the SDNMonitor service could monitor the network tra c in the three levels of granularity without impacting negatively on its operation, and that the load balancing service has been able to improve network tra c. / Com a popularidade da Internet e a emergência de novos serviços, tornou-se cada vez mais necessário fazer um planejamento da rede, com o objetivo de assegurar que cada um dos elementos que a compõem sejam utilizados de forma eficiente. Além disso, é necessário controlar e monitorar a rede, verificando se tudo está sendo executando da maneira que foi planejada. Em redes que utilizam o paradigma SDN, através da introdução de um controlador de rede, é possível a separação entre o plano de dados (hardware) e o plano de controle (software) existentes nos dispositivos de rede, permitindo que novos protocolos e novas tecnologias sejam implementadas e testadas em qualquer dispositivo de rede, independente do seu fabricante. Em contrapartida, surge o seguinte questionamento: como aplicar monitoramento de tráfego em uma rede SDN diante da sua arquitetura de controle centralizada sem causar atrasos ou inconsistências? Este trabalho propôs um serviço de monitoramento de tráfego em redes SDN baseado no protocolo OpenFlow, chamado SDNMonitor, que tem como principal objetivo prover uma visão do tráfego de dados da rede em três níveis de granularidade, por cada porta de cada switch, por cada fluxo e por cada serviço de rede. Adicionalmente, também foi proposto um serviço de balanceamento de carga, baseado na utilização dos algoritmos Round-Robin e Bandwidth-Based. A avaliação experimental destes serviços foi realizada através de experimentos controlados, onde foram gerados e monitorados alguns tráfegos. Os resultados demonstraram que o serviço SDNMonitor conseguiu monitorar o tráfego da rede nos três níveis de granularidade sem impactar de forma negativa no seu funcionamento, e que o serviço de balanceamento de carga foi capaz de melhorar o tráfego da rede.

Road network of a region is of a paramount importance in the overall development. Management of road traffic is a key factor for the city authority and reducing the road traffic congestion is a significant challenge in this perspective. In this thesis, a Wireless Sensor Network (WSN) based road-traffic monitoring scheme with dynamic mathematical traffic model is presented that will not necessarily include all adjacent intersections of a block; rather the important major intersections of a city. The objective of this scheme is to reduce the congestion by re-routing the vehicles to better performing road-segments by informing the down-stream drivers through broadcasting the congestion information in a dedicated radio channel. The dynamic model can provide with the instantaneous status of the traffic of the road-network. The scheme is a WSN based multi-hop relay network with hierarchical architecture and composed of ordinary nodes, Cluster-Head nodes, Base Stations, Gateway nodes and Monitoring and Control Centers (MCC) etc. Through collecting the traffic information, MCC will check the congestion status and in defining the congestion, threshold factors have been used in this model. For the congested situation of a road-segment, a cost function has been defined as a performance indicator and estimated using the weight factors (importance) of these selected intersections. This thesis considered a traffic network with twelve major intersections of a city with four major directions. Traffic arrivals in these intersections are assumed to follow Poisson distribution. Model was simulated in Matlab with traffic generated through Poisson Random Number Generator and cost function was estimated for the congestion status of the road-segments over a simulation period of 1440 minutes starting from midnight. For optimization purpose we adopted two different approaches; in the first approach, performance of the scheme was evaluated for all threshold factor values iteratively one at a time, applying a threshold factor value to define threshold capacities of all the road segments; traffic was generated and relative cost has been estimated following the model specifications with the purpose of congestion avoidance. In the second approach, different values of threshold factor have been used for different road segments for determining the optimum set-up, and exhaustive search technique has been applied with a smaller configuration in order to keep computations reachable. Simulation results show the capacity of this scheme to improve the traffic performance by reducing the congestion level with low congestion costs.

Untersuchungsgegenstand der vorliegenden Arbeit ist die Schnittstelle zwischen Verkehrsprozess und Informationsprozess in Systemen für die fahrzeuggenerierte Verkehrsdatengewinnung. Dabei konzentrieren sich die Untersuchungen auf die originäre Größe Geschwindigkeit. Das wesentliche Ziel der theoretischen und praktischen Untersuchungen bildet die qualifizierte Bestimmung makroskopischer Kenngrößen des Verkehrsflusses aus mikroskopischen Einzelfahrzeugdaten. Einen Schwerpunkt der Arbeit bildet die Analyse von mikroskopischen Einzelfahrzeugdaten mit Hilfe von informationsentropischen und spektralen Betrachtungen. Diese Untersuchungen erfolgen mit dem Ziel, eine optimale Nutzung der limitierten Übertragungs- und Verarbeitungskapazität in realen FCD-Systemen zu ermöglichen, theoretische Grenzerte abzuleiten und in der Praxis verwendete Parameter von FCD-Systemen theoretisch zu begründen. Ausgehend von empirischen und theoretischen Untersuchungen wird die Entropie der Informationsquelle "Geschwindigkeitsganglinie" bestimmt. Es wird gezeigt, dass Geschwindigkeitsganglinien als Markov-Quellen modelliert werden können. Aus der Entropiedynamik von Geschwindigeitsganglinien wird eine optimale Größe für den Erfassungstakt abgeleitet. Eine Analyse der spektralen Eigenschaften von Geschwindigkeitsverläufen zeigt, dass zwischen den Spektren von Geschwindigkeitsganglinien und dem Verkehrszustand Zusammenhänge bestehen. Geschwindigkeitsganglinien besitzen Tiefpasscharakter. Für die Berechnung der Tiefpassgrenzfrequenzen von empirischen Geschwindigkeitsganglinien wird ein Leistungskriterium eingeführt. Ausgehend von den derart bestimmten empirischen Tiefpassgrenzfrequenzen kann ein optimaler Erfassungstakt ermittelt werden, dessen Größe näherungsweise mit dem aus der Entropiedynamik abgeleiteten Erfassungstakt übereinstimmt. Ein einfacher Indikator für die Dynamik von Geschwindigkeitsverläufen ist der Variationskoeffizient der Einzelfahrzeuggeschwindigkeit. Es wird gezeigt, dass die Gewinnung und Übertragung von Variationskoeffizienten der Einzelfahrzeuggeschwindigkeiten in FCD-Systemen sinnvoll ist. In der Arbeit erfolgt eine theoretische Begründung des erforderlichen Ausrüstungsgrades in FCD-Systemen. Die Beurteilung der Leistungsfähigkeit von FCD-Systemen erfolgt dabei auf der Grundlage einer Konfidenzschätzung für die Zufallsgröße Reisegeschwindigkeit. Das verwendete Verfahren ist geeignet, die Leistungsfähigkeit von FCD-Systemen in unterschiedlichen Szenarien (Stadt-, Landstraßen-, Autobahnverkehr) zu vergleichen. Es wird gezeigt, dass FC-Daten in bestimmten Szenarien (insbesondere Stadtverkehr) zwingend einer Fusion mit anderen Verkehrsdaten bedürfen. Für die statistische Dimensionierung und Auswertung eines FCD-Systems ist der Variationskoeffizient der mittleren Reisegeschwindigkeiten der Fahrzeuge eines Fahrzeugkollektivs (kollektiver Variationskoeffizient) ein wesentlicher Parameter. Es wird gezeigt, dass der kollektive Variationskoeffizient in der Regel nicht nur vom Verkehrszustand, sondern auch von der räumlichen und zeitlichen Strukturierung des Beobachtungsgebietes abhängig ist. Für die näherungsweise Bestimmung des kollektiven Variationskoeffizienten werden Modelle abgeleitet und verifiziert.