Japanese Journal of JSCE
Online ISSN : 2436-6021
Special Issue (Civil Engineering Infomatics)Paper
INVESTIGATION THE UTILIZATION OF HIGH-PRECISION POINT CLOUD DATA FOR MEASURING LOCAL BUCKLING SHAPES OF STEEL BRIDGE PIERS
Naofumi HASHIMOTONao HIDAKATetsuya NONAKAMakoto OBATA
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2024 Volume 80 Issue 22 Article ID: 23-22006

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Abstract

 In recent years, the construction of new urban expressway routes required the application of unprecedented complex structures, such as significantly eccentric bridge piers, due to various constraints. When conducting load tests on such structures, it is anticipated that complex local buckling with twisting deformations, unlike anything seen before, may occur due to out-of-plane (bridge axis) loading. Therefore, traditional deformation measurement methods may not facilitate the prediction of deformation locations or the acquisition of diagonal deformations. In this paper, we report on the potential utility of measurement using a high-precision point cloud data acquisition scanner for out-of-plane loading experiments on highly eccentric concrete-filled steel bridge piers, with the aim of accurately capturing the complex local buckling shapes involving twisting deformations. This research investigation the possibilities for future applications.

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© 2024 Japan Society of Civil Engineers
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