Japan Society of Civil Engineers 2020 Annual Meeting

Presentation information

第V部門

構造物調査・診断(3)/振動

Chair:Hideki Naito

[V-674] Investigation of physical properties of multispan reinforced concrete girder bridge damaged by aging and evaluation by vibration measurement

〇Kazuhiro Emi1, Shinichiro Mori1 (1.Ehime University)

Keywords:Bridge, Vibration measurement, Numerical analysis

In this study, the impact vibration measurement, ultrasonic measurement, and rebound hammer test were performed on a multi-span reinforced concrete (RC) girder bridge constructed in 1930 in order to evaluate the difference in natural frequency and physical properties depending on the span. Was performed. Using a 3D-FEM, the eigenmode and eigenfrequency were obtained, and the analysis and measured values were compared to illustrate the effectiveness of the impact vibration test method. A high correlation was found between the primary natural frequency of each span and the average P-wave velocity measured. The measured primary natural frequency was 3% different from the result of the 3D-FEM model.

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