The Research on Obtaining the Geometric Dimension of Cable-Stayed Bridges Based on 3D Laser Scanning
The traditional manual measurement methods are time-consuming and error-prone when they are used for cable-stayed bridges’ geometric dimensions acquisition. They are always limited by various adverse conditions such as large bridge spans, the high height of bridge towers, more risk of manual operati...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Hindawi Limited
2023-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2023/5783310 |
| _version_ | 1797826596731617280 |
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| author | Zhigang Jiang Lihang Chen Dong Liang |
| author_facet | Zhigang Jiang Lihang Chen Dong Liang |
| author_sort | Zhigang Jiang |
| collection | DOAJ |
| description | The traditional manual measurement methods are time-consuming and error-prone when they are used for cable-stayed bridges’ geometric dimensions acquisition. They are always limited by various adverse conditions such as large bridge spans, the high height of bridge towers, more risk of manual operation, and many other unpredictable factors. In contrast, three-dimensional (3D) laser scanning technology is extremely useful for solving the above problems. After obtaining plenty of point cloud data and point cloud models, precise and accurate geometric dimensions of cable-stayed bridges can be obtained accurately and conveniently. Taking a cable-stayed bridge named XingLinBao as an example, the accuracy and convenience of 3D laser scanning are verified. |
| first_indexed | 2024-04-09T12:34:56Z |
| format | Article |
| id | doaj.art-febe97eebfc84b43b6d4d535703a6e58 |
| institution | Directory Open Access Journal |
| issn | 1687-8094 |
| language | English |
| last_indexed | 2024-04-09T12:34:56Z |
| publishDate | 2023-01-01 |
| publisher | Hindawi Limited |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj.art-febe97eebfc84b43b6d4d535703a6e582023-05-16T00:00:05ZengHindawi LimitedAdvances in Civil Engineering1687-80942023-01-01202310.1155/2023/5783310The Research on Obtaining the Geometric Dimension of Cable-Stayed Bridges Based on 3D Laser ScanningZhigang Jiang0Lihang Chen1Dong Liang2Hebei Expressway Group LimitedSchool of Civil and Transportation EngineeringSchool of Civil and Transportation EngineeringThe traditional manual measurement methods are time-consuming and error-prone when they are used for cable-stayed bridges’ geometric dimensions acquisition. They are always limited by various adverse conditions such as large bridge spans, the high height of bridge towers, more risk of manual operation, and many other unpredictable factors. In contrast, three-dimensional (3D) laser scanning technology is extremely useful for solving the above problems. After obtaining plenty of point cloud data and point cloud models, precise and accurate geometric dimensions of cable-stayed bridges can be obtained accurately and conveniently. Taking a cable-stayed bridge named XingLinBao as an example, the accuracy and convenience of 3D laser scanning are verified.http://dx.doi.org/10.1155/2023/5783310 |
| spellingShingle | Zhigang Jiang Lihang Chen Dong Liang The Research on Obtaining the Geometric Dimension of Cable-Stayed Bridges Based on 3D Laser Scanning Advances in Civil Engineering |
| title | The Research on Obtaining the Geometric Dimension of Cable-Stayed Bridges Based on 3D Laser Scanning |
| title_full | The Research on Obtaining the Geometric Dimension of Cable-Stayed Bridges Based on 3D Laser Scanning |
| title_fullStr | The Research on Obtaining the Geometric Dimension of Cable-Stayed Bridges Based on 3D Laser Scanning |
| title_full_unstemmed | The Research on Obtaining the Geometric Dimension of Cable-Stayed Bridges Based on 3D Laser Scanning |
| title_short | The Research on Obtaining the Geometric Dimension of Cable-Stayed Bridges Based on 3D Laser Scanning |
| title_sort | research on obtaining the geometric dimension of cable stayed bridges based on 3d laser scanning |
| url | http://dx.doi.org/10.1155/2023/5783310 |
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