Clock Synchronization Algorithm for Structural Modal Measurement

Author:

Hu Junliang12ORCID,Li Kai34ORCID,Yan Chaoxian5ORCID,Guo Huawei5ORCID,Cui Nannan6ORCID,Huang Shiping34ORCID,Ding Xiaoyan7ORCID

Affiliation:

1. State Key Laboratory for Health and Safety of Bridge Structures, Wuhan 430034, China

2. China Railway Bridge Science Research Institute, Ltd., Wuhan 430034, China

3. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China

4. China-Singapore International Joint Research Institute, Guangzhou, 510700, China

5. Guangzhou Highway Engineering Group Co., Ltd, Guangzhou 510000, China

6. School of Transportation Engineering, Shandong Jianzhu University, Jinan 250101, China

7. Shandong Hi-Speed Group Co., Ltd., Jinan 250098, China

Abstract

The modal of a structure is the natural vibration characteristic of the structure, which is very important for damage identification of the system. To accurately measure the structural modal, it is necessary to perform clock synchronization operations on the vibration sensors at each measuring point of the structure. This paper uses an improved TSPN algorithm for clock synchronization. It is assumed that the delay of the data in the transmission process obeys normal distribution. The fitting degree of a normal distribution is tested by fitting the delay distribution curve. Then, an interval estimation method is used to estimate the delay. The synchronization of multiple sensors and onsite structural modal testing verifies the correctness of the process after synchronization. The method in this paper is suitable for MCU-based vibration sensors to perform clock synchronization for structural modal measurements.

Funder

Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Reference27 articles.

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4. Fine-grained network time synchronization using reference broadcasts

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