構造物の安全性および信頼性:構造物の安全性・信頼性に関する国内シンポジウム(JCOSSAR)論文集
Online ISSN : 2759-0909
第10回構造物の安全性・信頼性に関する国内シンポジウム
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A論文(フルペーパー査読)
マハラノビス距離を用いた橋梁床版の局所的な損傷検出手法
掛田 遥斗坪井 敦也岩崎 正二大西 弘志
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Currently, the number of aging bridges is rapidly increasing in Japan, and there is a need to establish a more efficient and quantitative bridge inspection method. The authors focused on the impact vibration test using a portable FWD (falling weight deflectometer). The target bridge is a small bridge used in Kaminoyama City, Yamagata Prefecture, and deck slab replacement work was performed in 2019. We measured response acceleration before and after deck replacement, and further applied the MTS (Mahalanobis Taguchi System) method to determine local damage and deterioration of the deck slabs. In addition, we created a 3D FEM model and performed a dynamic analysis by degrading a portion of the deck. Also applied the MTS method to this data and compared with the experimental data to estimate localized areas of deterioration.

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