Application of Markov chains and Monte Carlo simulations for developing pavement performance models for urban network management-Reference-Cited by-同舟云学术

Application of Markov chains and Monte Carlo simulations for developing pavement performance models for urban network management

Published:2017-11-28 Issue:9 Volume:14 Page:1169-1181
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Osorio-Lird Aleli¹²³,Chamorro Alondra¹²^ORCID,Videla Carlos¹,Tighe Susan⁴,Torres-Machi Cristina⁵^ORCID

Affiliation:

1. Escuela de Ingeniería, Departamento de Ingeniería y Gestión de la Construcción, Pontificia Universidad Católica de Chile, Santiago, Chile

2. National Research Center for Integrated Natural Disaster Management, Santiago, Chile

3. Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, Canada

4. Norman W. McLeod Professor of Sustainable Pavement Engineering, Centre for Pavement and Transportation Technology, Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, Canada

5. Department of Civil, Environmental and Architectural Engineering, University of Colorado Boulder, Boulder, CO, USA

Funder

Consejo Nacional de Innovación, Ciencia y Tecnología

Fondo de Fomento al Desarrollo Científico y Tecnológico

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2017.1402064

Reference54 articles.

1. Aggregate and disaggregate statistical evaluation of the performance-based effectiveness of long-term pavement performance specific pavement study-5 (LTPP SPS-5) flexible pavement rehabilitation treatments

2. Reliability-based initial pavement performance deterioration modelling

3. Reliability-based initial pavement performance deterioration modelling

4. Analysis of Pavement Overlay and Replacement Performance Using Random Parameters Hazard-Based Duration Models

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