published journal article

Building ages and urban growth

Regional Science and Urban Economics

Publication Date

May 1, 1982

Author(s)

Suggested Citation
Jan K. Brueckner (1982) “Building ages and urban growth”, Regional Science and Urban Economics, 12(2), pp. 197–210. Available at: 10.1016/0166-0462(82)90032-1.

policy brief

Performance Analysis and Control Design for On-ramp Metering of Active Merging Bottlenecks

Abstract

Design the control parameters for pre-timed and trafficresponsive on-ramp metering of congested merging bottlenecks.

Suggested Citation
Wenlong Jin (2016) Performance Analysis and Control Design for On-ramp Metering of Active Merging Bottlenecks. Policy Brief. Institute of Transportation Studies, Irvine. Available at: https://dot.ca.gov/-/media/dot-media/programs/research-innovation-system-information/documents/research-results/task2808-rrs-10-16-a11y.pdf.

Phd Dissertation

Modeling Disruptions to Roadway Network Bridges, Restoration Workforce, and Vehicle-carried Information Flow for Infrastructure Management

Publication Date

January 1, 2018

Associated Project

Author(s)

Abstract

The ability to model the disruptions of adverse events on various systems, such as infrastructural and social, is an important tool to assessing these systems’ resilience. While previous research on system resilience concentrated on physical infrastructure such as transportation systems, two recent research topics include social resilience and dependencies across many infrastructure systems. For example, transportation is dependent on such systems as power, communications, and the workforces that are key to restoring these infrastructure systems. This dissertation contains three disruption modeling studies that have followed the evolution of resilience research over the past decade from physical systems to interrelated topics. The first study uses mesoscopic traffic simulation to evaluate seismic risk of potential travel time increases from earthquake damage to bridges in a roadway network. This analysis successfully obtained system risk curves of network-wide travel time increases. The second study shifts focus towards workforces that participate in restoring infrastructure systems. It identifies transportation and communications workers and calculates these workers’ exposure to the Peak Ground Accelerations (PGAs) of a 7.8 magnitude Southern California scenario earthquake. Indeed, for this scenario, transportation workers are exposed to statistically significant higher PGAs than non-transportation workers, and communication workers to significantly lower PGAs. The third study proposes a model for the travel time of information along communication-equipped vehicles physically traveling in a network. Vehicles are sampled as equipped vehicles, then their trajectories are analyzed to (1) estimate equipped vehicle link flow and turning movement counts and (2) estimate the frequency of equipped vehicles encountering each other on links and at nodes. This study compares two scenarios: the baseline scenario and a work zone scenario that corresponds to a bridge being damaged in the network. It is hypothesized that there would arise a difference in expected path travel times when (1) the representation of a specified subpath within the sample is increased and (2) when vehicles are routed along currently unused subpaths. This dissertation concludes with a discussion of the contributions of all three studies, as well as suggestions for future work.

Suggested Citation
Pierre Milton C. Auza (2018) Modeling Disruptions to Roadway Network Bridges, Restoration Workforce, and Vehicle-carried Information Flow for Infrastructure Management. Ph.D.. UC Irvine. Available at: https://escholarship.org/uc/item/2vr0j24c (Accessed: October 12, 2023).

published journal article

A Comprehensive Study of Bug-Fix Patterns in Autonomous Driving Systems

Proceedings of the ACM on Software Engineering

Publication Date

June 19, 2025

Author(s)

Yuntianyi Chen, Yuqi Huai, Yirui He, Shilong Li, Changnam Hong, Qi Alfred Chen, Joshua Garcia

Abstract

As autonomous driving systems (ADSes) become increasingly complex and integral to daily life, the importance of understanding the nature and mitigation of software bugs in these systems has grown correspondingly. Addressing the challenges of software maintenance in autonomous driving systems (e.g., handling real-time system decisions and ensuring safety-critical reliability) is crucial due to the unique combination of real-time decision-making requirements and the high stakes of operational failures in ADSes. The potential of automated tools in this domain is promising, yet there remains a gap in our comprehension of the challenges faced and the strategies employed during manual debugging and repair of such systems. In this paper, we present an empirical study that investigates bug-fix patterns in ADSes, with the aim of improving reliability and safety. We have analyzed the commit histories and bug reports of two major autonomous driving projects, Apollo and Autoware, from 1,331 bug fixes with the study of bug symptoms, root causes, and bug-fix patterns. Our study reveals several dominant bug-fix patterns, including those related to path planning, data flow, and configuration management. Additionally, we find that the frequency distribution of bug-fix patterns varies significantly depending on their nature and types and that certain categories of bugs are recurrent and more challenging to exterminate. Based on our findings, we propose a hierarchy of ADS bugs and two taxonomies of 15 syntactic bug-fix patterns and 27 semantic bug-fix patterns that offer guidance for bug identification and resolution. We also contribute a benchmark of 1,331 ADS bug-fix instances.

Suggested Citation
Yuntianyi Chen, Yuqi Huai, Yirui He, Shilong Li, Changnam Hong, Qi Alfred Chen and Joshua Garcia (2025) “A Comprehensive Study of Bug-Fix Patterns in Autonomous Driving Systems”, Proceedings of the ACM on Software Engineering, 2(FSE), pp. 380–402. Available at: 10.1145/3715733.

published journal article

Evaluating the impact of spatio-temporal demand forecast aggregation on the operational performance of shared autonomous mobility fleets

Transportation

Publication Date

May 1, 2019

Author(s)

Florian Dandl, Michael Hyland, Klaus Bogenberger, Hani Mahmassani
Suggested Citation
Florian Dandl, Michael Hyland, Klaus Bogenberger and Hani S. Mahmassani (2019) “Evaluating the impact of spatio-temporal demand forecast aggregation on the operational performance of shared autonomous mobility fleets”, Transportation, 46(6), pp. 1975–1996. Available at: 10.1007/s11116-019-10007-9.

research report

Development of the Capability-Enhanced PARAMICS Simulation Environment

Publication Date

April 1, 2005

Final Report

UCB-ITS-PRR-2005-12

Areas of Expertise

Abstract

This report summarizes research work conducted under TO4304 at the University of California, Irvine. Under this task order, the research team provided Caltrans with on-call direct support, technical guidance, and research related support. A series of Paramics plug-ins were developed and have been released to Caltrans. These plug-ins include actuated signal, multiple actuated signal timing plan, actuated signal coordination, detector data aggregator, ramp metering control, on-ramp queue override control, ALINEA ramp metering control, BOTTLENECK ramp metering control, SWARM Ramp metering control, and Freeway MOE. They complement the current Paramics simulation model and enhance its functionalities. This report describes how we developed these plug-ins and the step-by-step procedure to use them. It can be used as user manuals.

Suggested Citation
Lianyu Chu, Henry Liu, Michael McNally and Will Recker (2005) Development of the Capability-Enhanced PARAMICS Simulation Environment. Final Report UCB-ITS-PRR-2005-12. Institute of Transportation Studies, Irvine, p. 102p. Available at: https://escholarship.org/uc/item/5df164mw.

Phd Dissertation

Control Theoretic Approaches to Congestion Pricing for High-occupancy Toll Lanes

Abstract

The purpose of this study is to propose control theoretic approaches for high-occupancy toll (HOT) lanes operation. This dissertation considers different operation objectives, and provides pricing schemes for HOT lanes accordingly.To improve the system performance, the study first proposes a simultaneous estimation and control method for the same system as that in (Yin and Lou, 2009). An integral controller is applied to estimate the average value of time (VOT) of SOVs, and the dynamic prices are calculated based on the logit model. The closed-loop system is proved to be stable and guaranteed to converge to the optimal state both analytically and numerically. Two convergence patterns, Gaussian or exponential, are revealed. The effect of the scale parameter in the logit model is also examined.Then, a new lane choice model, i.e., the vehicle-based user equilibrium principle, is proposed to capture the lane choice of SOVs. A general lane choice model is derived based on the characteristics of the logit and the vehicle-based UE model. An insight regarding the dynamic price is obtained by analytically solving the optimal dynamic prices with constant demands of HOVs and SOVs, and then a feedback controller is designed to determine the dynamic prices without knowing SOVs’ lane choice models, but to satisfy the two control objectives: maximizing the flow-rate but not forming a queue on the HOT lanes. If the type of the lane choice model is given, the distribution of VOTs of the SOVs can be estimated.Next, an optimal control problem is proposed to examine the statement that revenue maximization should generally coincide with the optimization of freeway performances, such as maximizing overall travel-time savings or throughput. Results show that operators need to make different strategies based on the traffic demand. In order to maximize the revenue, operators should set a higher price to make the HOT lanes underutilized if the demand of HOVs is low. However, if the demand of HOVs is high, operators need to set a lower price to attract more SOVs to create congestion on the HOT lanes.It has long been known that drivers’ departure time choice behavior is one fundamental cause of congestion. In the last part of this dissertation, pricing schemes are proposed to consider both lane choice and departure time choice. In the study period, the demands for the HOT and GP lanes are higher than their capacities, which means the whole freeway is congested. However, the congestion period on the HOT lanes is short than that on the GP lanes. So, the HOT lanes are “underutilized”. It turns out that flat (instead of dynamic) pricing schemes are able to meet the following two constraints: (1) the total travel time and scheduling cost is minimized; and (2) the costs for each non-switching and switching SOV are the same. We show that different revenue and tolling constrains for certain type of vehicles lead to different pricing schemes.

Suggested Citation
Xuting Wang (2019) Control Theoretic Approaches to Congestion Pricing for High-occupancy Toll Lanes. Ph.D.. UC Irvine. Available at: https://escholarship.org/uc/item/0fs4t9kz (Accessed: October 12, 2023).

published journal article

Enabling efficient offline mobile access to online social media on urban underground metro systems

IEEE Trans. Intell. Transport. Syst.

Publication Date

July 1, 2020

Author(s)

Di Wu, Lambros Lambrinos, Thomas Przepiorka, Dmitri Arkhipov, Qiang Liu, Amelia Regan, Julie A. McCann
Suggested Citation
Di Wu, Lambros Lambrinos, Thomas Przepiorka, Dmitri I. Arkhipov, Qiang Liu, Amelia C. Regan and Julie A. McCann (2020) “Enabling efficient offline mobile access to online social media on urban underground metro systems”, IEEE Trans. Intell. Transport. Syst., 21(7), pp. 2750–2764. Available at: 10.1109/tits.2019.2911624.

conference paper

New inductive signature data compression and transformation method for online vehicle reidentification

Proceedings of the 85th annual meeting of the transportation research board

Publication Date

January 1, 2006

Abstract

Traffic operations field computational resources as well as the bandwidth of field communication links are often quite limited. Accordingly, for on-line implementation of Advanced Transportation Management and Information Systems (ATMIS) strategies, such as vehicle reidentification, there is strong interest in development of fieldâ??based techniques and models that can perform satisfactorily while minimizing field computational and communication requirements. A new vehicle reidentification algorithm (REID-2) developed previously by the authors (1) was oriented toward algorithm simplification, but also demonstrated the added benefits of improved performance and much broader potential applicability (to both round and square single inductive loops) compared with earlier methods. However, the basis of REID-2 is directly matching inductive vehicle signatures, which typically consist of 200~1,200 data points (stored as integers, and obtained from IST-222 detector cards) per signature. The purpose of this research was to investigate if a relatively simple data compression and transformation technique could be applied successfully to the raw inductive signatures for each vehicle, and then use the resulting transformed vehicle signatures as inputs to vehicle reidentification. A Piecewise Slope Rate (PSR) approach was used to compress and transform the raw vehicle signatures. The results of this investigation, including sensitivity analyses, vehicle reidentification performance, and the accuracy of section travel time measurement, are very promising and suggest that the reduction in both computational effort and computer memory needed to store individual signatures with this approach could potentially benefit both the field computational and communication requirements needed for real-time implementation of this modified vehicle reidentification technique.

Suggested Citation
Shin-Ting (Cindy) Jeng and Stephen G. Ritchie (2006) “New inductive signature data compression and transformation method for online vehicle reidentification”, in Proceedings of the 85th annual meeting of the transportation research board, p. 26p.

working paper

A Dynamic Analysis of Travel Demand

Publication Date

December 1, 1985

Author(s)

Working Paper

UCI-ITS-WP-85-11

Areas of Expertise

Abstract

A panel data set is analysed with the goal of identifying patterns of change in the use of various modes of transport. The data set, which represents a national sample of the Netherlands, is comprised of over 2000 individuals surveyed in three waves six months apart in 1984 and 1985. The data were processed in the form of categorical variables depicting use or non-use of each mode at each wave and were analysed using log-linear models. Results indicated that there were significant patterns of change for all of the modes studied. Some of these patterns were interpreted as representing seasonality, while others were interpreted as representing more fundamental adjustments in travel behavior.

Suggested Citation
Thomas F. Golob, Leo van Wissen and Henk Meurs (1985) A Dynamic Analysis of Travel Demand. Working Paper UCI-ITS-WP-85-11. Institute of Transportation Studies, Irvine. Available at: https://escholarship.org/uc/item/6464x49x.