Monitoring Dynamic Deformation of Building Using Unmanned Aerial Vehicle | Zendy

Yongquan Ge | Zendy; Xianzhi Yu | Zendy; Mingzhi Chen | Zendy; Chengxin Yu | Zendy; Yingchun Liu | Zendy; Guojian Zhang | Zendy

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Monitoring Dynamic Deformation of Building Using Unmanned Aerial Vehicle

Author(s) -

Yongquan Ge,

Xianzhi Yu,

Mingzhi Chen,

Chengxin Yu,

Yingchun Liu,

Guojian Zhang

Publication year - 2021

Publication title -

mathematical problems in engineering

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.262

H-Index - 62

eISSN - 1026-7077

pISSN - 1024-123X

DOI - 10.1155/2021/2657689

Subject(s) - deformation (meteorology) , frame (networking) , stadium , deformation monitoring , flexibility (engineering) , structural engineering , photogrammetry , process (computing) , computer science , engineering , marine engineering , computer vision , mechanical engineering , geology , oceanography , statistics , geometry , mathematics , operating system

The height irregularity and complexity of steel structures bring difficulties to dynamic deformation monitoring. PDMS (photogrammetric dynamic monitoring system) can obtain the dynamic deformation of the steel structure, but the flexibility of monitoring is limited because the camera station can only be placed on the ground. In this study, UAV (unmanned aerial vehicle) -PDMS is innovatively proposed to be used in monitoring dynamic deformation of steel structures, and it is verified in the steel frame test and Jinan Olympic Sports Center Tennis Stadium test. To solve the problem that the attitude of UAV cannot be strictly maintained in the hovering process, the improved Z-MP (zero-centered motion parallax) method is used, and the monitoring results are compared with the original Z-MP method. The feasibility of UAV-PDMS applied to steel structure deformation monitoring and the feasibility of improving the Z-MP method to reduce UAV hovering error are verified. The monitoring results showed that the steel structures of the Jinan Olympic Sports Center Tennis Stadium were robust, and the deformations were elastic and within the permissible value.

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