Abstract

To ensure the safety of structures, structural health monitoring (SHM) techniques that use cutting-edge sensing technologies have been developed. However, in the process of long-term structural health monitoring, sensor defects and data loss commonly occur, which pose limitations in the current SHM technique. To recover lost data and predict structural responses, convolutional neural networks (CNNs) have been used in SHM, but no obvious technique or rule for configuring CNN architecture with optimal performance has been presented yet. This study proposes a method for searching for the optimal CNN architecture capable of predicting the structural response of structures to evaluate their long-term safety. In this method, multi-objective optimization, considering both prediction performance and CNN training efficiency, is presented as a strategy. The optimization method using the two objective functions is applied to the structural response estimation, and the characteristics of the derived solutions are examined. Furthermore, the solutions derived using the two objective functions are classified into two solution groups that are biased to each objective function, and a strategy for minimizing the discrepancy between the two solution groups is additionally presented based on their trade-off relationship. The architecture characteristics, estimation performance, and training efficiency of the solutions derived by setting the discrepancy as the third objective function are investigated. The CNN derived by the proposed method with the third objective function reduced 40.35% of computational cost compared with that derived with two objective functions while they showed similar accuracies for the response estimation.

Highlights

  • Natural hazards, including typhoons and earthquakes, act as loads on structures and cause structural damage, which in turn leads to loss of structural function and even to collapse, resulting in huge property loss and many casualties

  • It was confirmed that the solutions derived using the two objective functions were classified into two solution groups that were biased towards each objective function. this study proposed a method of searching for a convolutional neural networks (CNNs) architecture that would satisfy both estimation performance and efficiency through a strategy to reduce the discrepancy between the two solution groups, focused on the solution group classification

  • This study proposed a method of searching for the optimal CNN architecture for estimating structural responses for long-term structural health monitoring

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Summary

Introduction

Natural hazards, including typhoons and earthquakes, act as loads on structures and cause structural damage, which in turn leads to loss of structural function and even to collapse, resulting in huge property loss and many casualties. To ensure the safety of structures from such natural disasters, structural health monitoring (SHM) technologies have been developed that evaluate structural safety use structural responses mea-. Among the various structural responses, strain is used to evaluate more directly the safety of structural members. It is an index of the degree of deformation of local structural members when loads are applied on a structure. Technologies that use various strain sensors, such as vibrating wire strain gage [3] and fiber Bragg grating sensors [4], have been developed to evaluate the structural safety [5], [6]

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