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논문 기본 정보

자료유형
학술저널
저자정보
Ye, X.W. (Department of Civil Engineering, Zhejiang University) Yi, Ting-Hua (School of Civil Engineering, Dalian University of Technology) Dong, C.Z. (Department of Civil Engineering, Zhejiang University) Liu, T. (Department of Civil Engineering, Zhejiang University) Bai, H. (Tangram Electronic Engineering Co. Ltd.)
저널정보
테크노프레스 Wind & structures Wind & structures 제20권 제2호
발행연도
2015.1
수록면
315 - 326 (12page)

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To overcome the drawbacks of the traditional contact-type sensor for structural displacement measurement, the vision-based technology with the aid of the digital image processing algorithm has received increasing concerns from the community of structural health monitoring (SHM). The advanced vision-based system has been widely used to measure the structural displacement of civil engineering structures due to its overwhelming merits of non-contact, long-distance, and high-resolution. However, seldom currently-available vision-based systems are capable of realizing the synchronous structural displacement measurement for multiple points on the investigated structure. In this paper, the method for vision-based multi-point structural displacement measurement is presented. A series of moving loading experiments on a scale arch bridge model are carried out to validate the accuracy and reliability of the vision-based system for multi-point structural displacement measurement. The structural displacements of five points on the bridge deck are measured by the vision-based system and compared with those obtained by the linear variable differential transformer (LVDT). The comparative study demonstrates that the vision-based system is deemed to be an effective and reliable means for multi-point structural displacement measurement.

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