An exponential chaotic differential evolution algorithm for optimizing bridge maintenance plans
Bridges are one of the fundamental infrastructure assets that are vital for economic growth and public welfare. Over the past few decades, the numbers of deteriorating bridges have drastically escalated raising concerns for serviceable, safe and functional transportation networks. This state of affa...
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| Vydané v: | Automation in construction Ročník 134; s. 104107 |
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| Hlavní autori: | , , , |
| Médium: | Journal Article |
| Jazyk: | English |
| Vydavateľské údaje: |
Amsterdam
Elsevier B.V
01.02.2022
Elsevier BV |
| Predmet: | |
| ISSN: | 0926-5805, 1872-7891 |
| On-line prístup: | Získať plný text |
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| Abstract | Bridges are one of the fundamental infrastructure assets that are vital for economic growth and public welfare. Over the past few decades, the numbers of deteriorating bridges have drastically escalated raising concerns for serviceable, safe and functional transportation networks. This state of affairs poses a paramount challenge especially when coupled with the need to address social and environmental constraints. Accordingly, this current research paper proposes an automated three-component model for bridge maintenance optimization at both project and network levels. The first component aims at identifying the physical characteristics of the tackled bridge inventory. The second component encompasses designing a multi-objective optimization model to determine the optimal set of maintenance plans through four principal objective functions. These functions comprise maximization of performance condition of bridge elements, minimization of agency and user costs, minimization of duration of traffic disruption and minimization of environmental impact. In the multi-objective optimization model, an exponential chaotic differential evolution (ECDE) algorithm is introduced in an attempt to circumvent the drawbacks of convergence speed and search behavior of classical meta-heuristics. The third component combines criteria importance through inter-criteria correlation (CRITIC), complex proportional assessment (COPRAS) and grey relational analysis (GRA) to select the most optimum maintenance plan for each study period. Comparison results revealed that ECDE-based Sinusoidal algorithm managed to improve the performance diagnostics of classical meta-heuristics by values ranged from 49.2% to 73.1% over the multi-year maintenance plans. The results of benchmark test functions exemplified that ECDE-based Sinusoidal algorithm performed better than genetic and differential evolution algorithms by 114.2% and 79.5%, respectively. The developed integrated model is expected to assist infrastructure managers in executing optimized and sustainable maintenance budget plans within various planning scenarios.
•Bibliometric map is presented to derive the key shortcomings of previous research.•A chaotic-based optimization model is formulated for bridge maintenance planning in both project and network levels.•A hybrid multi-criteria decision-making algorithm is designed for prioritizing the Pareto optimum maintenance plans.•A computer aided application is developed using C#.net and Matlab.•The developed multi-objective optimization model is validated using actual case studies and benchmark test functions. |
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| AbstractList | Bridges are one of the fundamental infrastructure assets that are vital for economic growth and public welfare. Over the past few decades, the numbers of deteriorating bridges have drastically escalated raising concerns for serviceable, safe and functional transportation networks. This state of affairs poses a paramount challenge especially when coupled with the need to address social and environmental constraints. Accordingly, this current research paper proposes an automated three-component model for bridge maintenance optimization at both project and network levels. The first component aims at identifying the physical characteristics of the tackled bridge inventory. The second component encompasses designing a multi-objective optimization model to determine the optimal set of maintenance plans through four principal objective functions. These functions comprise maximization of performance condition of bridge elements, minimization of agency and user costs, minimization of duration of traffic disruption and minimization of environmental impact. In the multi-objective optimization model, an exponential chaotic differential evolution (ECDE) algorithm is introduced in an attempt to circumvent the drawbacks of convergence speed and search behavior of classical meta-heuristics. The third component combines criteria importance through inter-criteria correlation (CRITIC), complex proportional assessment (COPRAS) and grey relational analysis (GRA) to select the most optimum maintenance plan for each study period. Comparison results revealed that ECDE-based Sinusoidal algorithm managed to improve the performance diagnostics of classical meta-heuristics by values ranged from 49.2% to 73.1% over the multi-year maintenance plans. The results of benchmark test functions exemplified that ECDE-based Sinusoidal algorithm performed better than genetic and differential evolution algorithms by 114.2% and 79.5%, respectively. The developed integrated model is expected to assist infrastructure managers in executing optimized and sustainable maintenance budget plans within various planning scenarios. Bridges are one of the fundamental infrastructure assets that are vital for economic growth and public welfare. Over the past few decades, the numbers of deteriorating bridges have drastically escalated raising concerns for serviceable, safe and functional transportation networks. This state of affairs poses a paramount challenge especially when coupled with the need to address social and environmental constraints. Accordingly, this current research paper proposes an automated three-component model for bridge maintenance optimization at both project and network levels. The first component aims at identifying the physical characteristics of the tackled bridge inventory. The second component encompasses designing a multi-objective optimization model to determine the optimal set of maintenance plans through four principal objective functions. These functions comprise maximization of performance condition of bridge elements, minimization of agency and user costs, minimization of duration of traffic disruption and minimization of environmental impact. In the multi-objective optimization model, an exponential chaotic differential evolution (ECDE) algorithm is introduced in an attempt to circumvent the drawbacks of convergence speed and search behavior of classical meta-heuristics. The third component combines criteria importance through inter-criteria correlation (CRITIC), complex proportional assessment (COPRAS) and grey relational analysis (GRA) to select the most optimum maintenance plan for each study period. Comparison results revealed that ECDE-based Sinusoidal algorithm managed to improve the performance diagnostics of classical meta-heuristics by values ranged from 49.2% to 73.1% over the multi-year maintenance plans. The results of benchmark test functions exemplified that ECDE-based Sinusoidal algorithm performed better than genetic and differential evolution algorithms by 114.2% and 79.5%, respectively. The developed integrated model is expected to assist infrastructure managers in executing optimized and sustainable maintenance budget plans within various planning scenarios. •Bibliometric map is presented to derive the key shortcomings of previous research.•A chaotic-based optimization model is formulated for bridge maintenance planning in both project and network levels.•A hybrid multi-criteria decision-making algorithm is designed for prioritizing the Pareto optimum maintenance plans.•A computer aided application is developed using C#.net and Matlab.•The developed multi-objective optimization model is validated using actual case studies and benchmark test functions. |
| ArticleNumber | 104107 |
| Author | Abdelkader, Eslam Mohammed Moselhi, Osama Marzouk, Mohamed Zayed, Tarek |
| Author_xml | – sequence: 1 givenname: Eslam Mohammed surname: Abdelkader fullname: Abdelkader, Eslam Mohammed email: eslam_ahmed1990@hotmail.com organization: Structural Engineering Department, Faculty of Engineering, Cairo University, Egypt – sequence: 2 givenname: Osama surname: Moselhi fullname: Moselhi, Osama organization: Centre for Innovation in Construction and Infrastructure Engineering and Management (CICIEM), Department of Building, Civil, and Environmental Engineering, Concordia University, Montreal, QC, Canada – sequence: 3 givenname: Mohamed surname: Marzouk fullname: Marzouk, Mohamed organization: Structural Engineering Department, Faculty of Engineering, Cairo University, Egypt – sequence: 4 givenname: Tarek surname: Zayed fullname: Zayed, Tarek organization: Department of Building and Real Estate, the Hong Kong Polytechnic University, Hung Hom, Hong Kong |
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| Keywords | Bridges Complex proportional assessment Exponential chaotic differential evolution Multi-criteria decision making Maintenance optimization Multi-objective Project and network levels |
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| SubjectTerms | Algorithms Bridge maintenance Bridges Complex proportional assessment Criteria Economic development Environmental impact Evolutionary algorithms Evolutionary computation Exponential chaotic differential evolution Infrastructure Maintenance optimization Multi-criteria decision making Multi-objective Multiple objective analysis Optimization Performance enhancement Physical properties Project and network levels Scientific papers Sine waves Transportation networks |
| Title | An exponential chaotic differential evolution algorithm for optimizing bridge maintenance plans |
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