Miquel Estrada

Dr. Miquel Estrada

orcid

Research Focus & Metrics

Academic Career Length

23Years (2004-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 January 2014 in Transportation Research Part B: Methodological
Verified
Journal Article
Closed access
HBHugo Badia
Hugo Badia
MEMiquel Estrada
Miquel Estrada
FRFrancesc Robusté
Francesc Robusté

1 January 2011 in Procedia - Social and Behavioral Sciences
Verified
Journal Article
Open access
JGJosep Maria Salanova Grau
Josep Maria Salanova Grau
MEMiquel Estrada
Miquel Estrada
GAGeorgia Aifadopoulou
Georgia Aifadopoulou
EMEvangelos Mitsakis
Evangelos Mitsakis
This paper presents a review of the different models developed for the taxicab problem. The presented models are grouped in two categories, aggregated and equilibrium models. Each model is analyzed from different points of view, such as market organization, operational organization and regulation issues. Conclusions extracted by authors are presented, listed and compared, analyzing each affirmation in terms of market regulation and organization. Finally, a state of the practice is presented, analyzing the configuration of the taxi market regulations along the world, linking the conclusions obtained by the authors with the real market situations

1 October 2016 in Transportation Research Part C: Emerging Technologies
Verified
Journal Article
Open access
MEMiquel Estrada
Miquel Estrada
JMJosep Mensión
Josep Mensión
JAJosep M. Aymamí
Josep M. Aymamí
LTLaura Torres
Laura Torres
This paper proposes a new dynamic bus control strategy aimed at reducing the negative effects of time-headway variations on route performance, based on real-time bus tracking data at stops. In routes with high demand, any delay of a single vehicle ends up causing an unstable motion of buses and producing the bus bunching phenomena. This strategy controls the cruising speed of buses and considers the extension of the green phase of traffic lights at intersections, when a bus is significantly delayed. The performance of this strategy will be compared to the current static operation technique based on the provision of slack times at holding points. An operational model is presented in order to estimate the effects of each controlling strategy, taking into account the vehicle capacity constraint. Control strategies are assessed in terms of passenger total travel time, operating cost as well as on the coefficient of headway variation. The effects of controlling strategies are tested in an idealized bus route under different operational settings and in the bus route of highest demand in Barcelona by simulation. The results show that the proposed dynamic controlling strategy reduces total system cost (user and agency) by 15–40% as well as the coefficient of headway variation 53–78% regarding the uncontrolled case, providing a bus performance similar to the expected when time disturbance is not presented.Peer ReviewedPostprint (author's final draft

1 November 2016 in Transportation Research Part B: Methodological
Verified
Journal Article
Open access
HBHugo Badia
Hugo Badia
MEMiquel Estrada
Miquel Estrada
FRFrancesc Robusté
Francesc Robusté
This study discusses which transit network structure is the best option to serve urban mobility. As a consequence of the evolution of urban form, cities have undergone a process of dispersion of their activities that has caused a change in mobility needs in the last few decades. Mobility networks and services should progressively adapt to the new demand patterns, especially the bus transit network, which has more flexibility to absorb the changes. We compare four base transit network structures: a radial scheme, a direct trip-based network, and a transfer-based system by means of either a complete grid or a hybrid structure. An analytical model is used to estimate the behavior of these structures for idealized monocentric mobility patterns with several degrees of concentration. The purpose is to determine the right range of situations for the applicability of each bus transit structure, and to determine guidelines about the transit network planning process. It turns out that the best structure is not always the same, and depends on the mobility spatial pattern. A radial network is the best alternative in very concentrated cities; however, a direct trip-based system is more suitable for intermediate degrees of dispersion. A transfer-based structure is the best option when the activities are more decentralized. Nevertheless, the decentralization degree that justifies a specific transit structure is not constant. This degree depends on the characteristics of the city, transport technology and users.Peer ReviewedPostprint (author's final draft

1 August 2017 in Transportation Research Part E: Logistics and Transportation Review
Verified
Journal Article
Open access
MEMiquel Estrada
Miquel Estrada
MRMireia Roca-Riu
Mireia Roca-Riu
This paper presents the necessary conditions to ensure a minimal profitability of carrier-led consolidation strategies in urban distribution. These conditions are shown by compact formulas obtained by continuous approximations representing the cost of the stakeholders involved: society, regular carriers, consolidation facility operator and environment. The domain of the retailer density variable that always produces negative effects on each stakeholder has been identified. The envelope of this domain does not depend on vehicle costs and other site-related parameters. On the other hand, there is a critical density of receivers that makes the carrier cost savings higher than the CF operator costs.Postprint (author's final draft

1 December 2015 in Omega
Verified
Journal Article
Open access
MRMireia Roca-Riu
Mireia Roca-Riu
EFElena Fernández
Elena Fernández
MEMiquel Estrada
Miquel Estrada
A key element to enhance urban distribution is the adequate management of parking space, particularly for loading and unloading operations. An in-advance booking system able to be adjusted to users needs can be a very useful tool for city councils. Such a tool should be fed with criteria for allocating requests to time slots. In this paper we discuss alternative criteria for the parking slot assignment problem for urban distribution and we propose the use of mathematical programming formulations to model them. Several models are proposed, analyzed and compared among them. Extensive computational experience is presented with a detailed analysis and comparison, which provides quantitative indicators of the quality of each of the proposed models.Peer ReviewedPostprint (author's final draft