Construction monitoring of horizontal eccentric rotation of small-radius curved girder bridges.
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| Title: | Construction monitoring of horizontal eccentric rotation of small-radius curved girder bridges. |
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| Authors: | Weng, Kaixiang1 (AUTHOR), Ye, Zhiwei1 (AUTHOR), Yang, Xiong1 (AUTHOR), Li, Lingfang2 (AUTHOR) lingfang.li@connect.polyu.hk, Wu, Wanglin2 (AUTHOR) |
| Source: | Advances in Structural Engineering. Jul2026, Vol. 29 Issue 9, p1694-1710. 17p. |
| Subjects: | Building information modeling, Box girder bridges, Construction planning, Finite element method, Structural health monitoring, Real-time computing |
| Abstract: | Curved bridges are increasingly being used as ramp connections for elevated bridges or tunnels on expressways. However, the construction of curved girder bridges is typically more challenging than building straight bridges, as the eccentric configuration introduces imbalanced forces during assembly. This study proposed a construction monitoring technology for the horizontal rotation of small-radius curved bridges, using a real curved steel box girder bridge as a test case. Featuring a radius of 320 m and a total span of 250 m, the bridge was constructed using the horizontal eccentric rotation method as it crosses over the Guangzhou-Shenzhen Expressway. By integrating finite element analysis and theoretical analysis, key parameters of the entire system were determined with high accuracy. The rotation process was simulated using a building information modeling model to prevent collisions and optimize the details of the construction. Particularly, the entire construction process was carefully monitored to guarantee assembly precision and construction safety. The results were reflected in an intelligent monitoring platform in real time and allowed for dynamic control of the construction process. With the optimized construction process and implementation of real-time monitoring, the rotation of the two T-structures lasted for merely 42 mins and the entire project was completed within 95 days. The proposed technology successfully reduced the construction time and cost, and the project established a benchmark example for future applications. [ABSTRACT FROM AUTHOR] |
| Copyright of Advances in Structural Engineering is the property of Sage Publications Inc. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
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| Header | DbId: egs DbLabel: Engineering Source An: 194609515 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Construction monitoring of horizontal eccentric rotation of small-radius curved girder bridges. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Weng%2C+Kaixiang%22">Weng, Kaixiang</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Ye%2C+Zhiwei%22">Ye, Zhiwei</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Yang%2C+Xiong%22">Yang, Xiong</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Li%2C+Lingfang%22">Li, Lingfang</searchLink><relatesTo>2</relatesTo> (AUTHOR)<i> lingfang.li@connect.polyu.hk</i><br /><searchLink fieldCode="AR" term="%22Wu%2C+Wanglin%22">Wu, Wanglin</searchLink><relatesTo>2</relatesTo> (AUTHOR) – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Advances+in+Structural+Engineering%22">Advances in Structural Engineering</searchLink>. Jul2026, Vol. 29 Issue 9, p1694-1710. 17p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Building+information+modeling%22">Building information modeling</searchLink><br /><searchLink fieldCode="DE" term="%22Box+girder+bridges%22">Box girder bridges</searchLink><br /><searchLink fieldCode="DE" term="%22Construction+planning%22">Construction planning</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+health+monitoring%22">Structural health monitoring</searchLink><br /><searchLink fieldCode="DE" term="%22Real-time+computing%22">Real-time computing</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Curved bridges are increasingly being used as ramp connections for elevated bridges or tunnels on expressways. However, the construction of curved girder bridges is typically more challenging than building straight bridges, as the eccentric configuration introduces imbalanced forces during assembly. This study proposed a construction monitoring technology for the horizontal rotation of small-radius curved bridges, using a real curved steel box girder bridge as a test case. Featuring a radius of 320 m and a total span of 250 m, the bridge was constructed using the horizontal eccentric rotation method as it crosses over the Guangzhou-Shenzhen Expressway. By integrating finite element analysis and theoretical analysis, key parameters of the entire system were determined with high accuracy. The rotation process was simulated using a building information modeling model to prevent collisions and optimize the details of the construction. Particularly, the entire construction process was carefully monitored to guarantee assembly precision and construction safety. The results were reflected in an intelligent monitoring platform in real time and allowed for dynamic control of the construction process. With the optimized construction process and implementation of real-time monitoring, the rotation of the two T-structures lasted for merely 42 mins and the entire project was completed within 95 days. The proposed technology successfully reduced the construction time and cost, and the project established a benchmark example for future applications. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Advances in Structural Engineering is the property of Sage Publications Inc. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1177/13694332251391470 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 17 StartPage: 1694 Subjects: – SubjectFull: Building information modeling Type: general – SubjectFull: Box girder bridges Type: general – SubjectFull: Construction planning Type: general – SubjectFull: Finite element method Type: general – SubjectFull: Structural health monitoring Type: general – SubjectFull: Real-time computing Type: general Titles: – TitleFull: Construction monitoring of horizontal eccentric rotation of small-radius curved girder bridges. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Weng, Kaixiang – PersonEntity: Name: NameFull: Ye, Zhiwei – PersonEntity: Name: NameFull: Yang, Xiong – PersonEntity: Name: NameFull: Li, Lingfang – PersonEntity: Name: NameFull: Wu, Wanglin IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 07 Text: Jul2026 Type: published Y: 2026 Identifiers: – Type: issn-print Value: 13694332 Numbering: – Type: volume Value: 29 – Type: issue Value: 9 Titles: – TitleFull: Advances in Structural Engineering Type: main |
| ResultId | 1 |