Technical Papers
Aug 14, 2024

Advanced TOPSIS Approach to Variable Index Weighting in Bridge Condition Assessment

Publication: Journal of Performance of Constructed Facilities
Volume 38, Issue 5

Abstract

As the service age of bridges increases, the degeneration of the bridge components leads to changes in the importance of corresponding state assessment indices. Employing fixed weights in bridge service condition assessments may result in inconsistent outcomes with the actual conditions. Therefore, this paper proposes an index weight updating method that aims to achieve index weight updating based on the operational status of bridges, thereby enhancing the accuracy of bridge service condition assessment results. This method utilizes the bidirectional projection of fuzzy numbers representing index state intervals and ideal targets as the technique for order preference by similarity to an ideal solution (TOPSIS) evaluation criteria for index importance. This paper conducts case analyses of a suspension bridge across multiple service periods which comprise three primary conditions: periods of intact bridge status, suboptimal conditions resembling expected degradation, and damaged status due to external effects. The case study results demonstrate that the updated weight using the proposed method effectively reflects the influence of actual changes in bridge status on the importance of indices. In the cases of good condition or matching the expected degradative state, the updated weights obtained could better reflect the actual service condition of the bridge compared to fixed weights provided by standards. When considering the effect of accidents or other incidental factors, the updated weights obtained through the proposed method could reflect the influence of actual component conditions on the importance of indices while the initial weights and age-dependent updated weights cannot. Thereby, the assessment results derived from this approach are more consistent with expected states and maintenance levels, validating its effectiveness and comparative advantages over alternative methodologies. The results indicate that the proposed method can significantly enhance the rationality of assessment index weights, serving as a more effective and rational approach for evaluating bridge service conditions.

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Data Availability Statement

No data, models, or code were generated or used during the study.

Acknowledgments

Financial support was supplied by the Fundamental Research Funds for the Central Universities under Grant No. 226-2024-00036 and the National Natural Science Foundation of China (Nos. 52122801, 11925206, 51978609, U22A20254, and U23A20659).

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 38Issue 5October 2024

History

Received: Dec 23, 2023
Accepted: May 23, 2024
Published online: Aug 14, 2024
Published in print: Oct 1, 2024
Discussion open until: Jan 14, 2025

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Professor, College of Civil Engineering and Architecture, Center for Balance Architecture, Zhejiang Univ., Hangzhou 310058, PR China. Email: [email protected]
Liwei Quan, Ph.D. [email protected]
College of Civil Engineering and Architecture, Center for Balance Architecture, Zhejiang Univ., Hangzhou 310058, PR China (corresponding author). Email: [email protected]
Zhijing Shen [email protected]
Doctorate Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, PR China. Email: [email protected]
Zhicheng Zhang [email protected]
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, PR China. Email: [email protected]

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