Construction control of cable-stayed bridge top push method based on BIM technology
Abstract This research focuses on enhancing the precision and management of the top push method in cable-stayed bridge construction through the application of building information modeling (BIM) technology. By evaluating BIM standards, engineering decomposition standards, and modeling software, an a...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Springer
2025-04-01
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| Series: | Discover Applied Sciences |
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| Online Access: | https://doi.org/10.1007/s42452-025-06764-1 |
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| _version_ | 1849737600105971712 |
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| author | Chengyong Chen Wenming Su Wenqiang Dou Yongquan Dong Ben Zhang |
| author_facet | Chengyong Chen Wenming Su Wenqiang Dou Yongquan Dong Ben Zhang |
| author_sort | Chengyong Chen |
| collection | DOAJ |
| description | Abstract This research focuses on enhancing the precision and management of the top push method in cable-stayed bridge construction through the application of building information modeling (BIM) technology. By evaluating BIM standards, engineering decomposition standards, and modeling software, an appropriate BIM platform and standard were selected to create BIM models for each component of cable-stayed bridges. Using the Yellow River Cable-stayed Bridge as a case study, various construction schemes were visualized through BIM. The study investigated the impact of key structural parameters, such as cable stiffness, main girder stiffness, and main tower stiffness, on the top push method by adjusting them by − 3%, − 1%, 1%, and 3%. The outcomes showed that changes in cable stiffness had the most significant effect, with a 1% stiffness variation causing a 51.3 mm displacement in the main girder and a 124.2 kN deviation in cable force, increasing to 151.2 mm and 179.8 kN respectively for a 3% change. This research demonstrates that BIM technology can significantly improve the management of top-push construction methods, enable three-dimensional visualization of the construction process, and advance the informatization and industrialization of bridge construction. |
| format | Article |
| id | doaj-art-ac640e9c6c8d4177b69012017af8e7e8 |
| institution | DOAJ |
| issn | 3004-9261 |
| language | English |
| publishDate | 2025-04-01 |
| publisher | Springer |
| record_format | Article |
| series | Discover Applied Sciences |
| spelling | doaj-art-ac640e9c6c8d4177b69012017af8e7e82025-08-20T03:06:52ZengSpringerDiscover Applied Sciences3004-92612025-04-017411410.1007/s42452-025-06764-1Construction control of cable-stayed bridge top push method based on BIM technologyChengyong Chen0Wenming Su1Wenqiang Dou2Yongquan Dong3Ben Zhang4Shandong Hi-Speed Infrastructure Construction Co., LTD.Shandong Hi-Speed Engineering Testing Co., LTD.Shandong Hi-Speed Infrastructure Construction Co., LTD.Shandong Hi-Speed Infrastructure Construction Co., LTD.Shandong Hi-Speed Engineering Testing Co., LTD.Abstract This research focuses on enhancing the precision and management of the top push method in cable-stayed bridge construction through the application of building information modeling (BIM) technology. By evaluating BIM standards, engineering decomposition standards, and modeling software, an appropriate BIM platform and standard were selected to create BIM models for each component of cable-stayed bridges. Using the Yellow River Cable-stayed Bridge as a case study, various construction schemes were visualized through BIM. The study investigated the impact of key structural parameters, such as cable stiffness, main girder stiffness, and main tower stiffness, on the top push method by adjusting them by − 3%, − 1%, 1%, and 3%. The outcomes showed that changes in cable stiffness had the most significant effect, with a 1% stiffness variation causing a 51.3 mm displacement in the main girder and a 124.2 kN deviation in cable force, increasing to 151.2 mm and 179.8 kN respectively for a 3% change. This research demonstrates that BIM technology can significantly improve the management of top-push construction methods, enable three-dimensional visualization of the construction process, and advance the informatization and industrialization of bridge construction.https://doi.org/10.1007/s42452-025-06764-1Cable-stayed bridgeTop push method constructionEngineering technologySingle variable controlData lighteningHydraulic engineering |
| spellingShingle | Chengyong Chen Wenming Su Wenqiang Dou Yongquan Dong Ben Zhang Construction control of cable-stayed bridge top push method based on BIM technology Discover Applied Sciences Cable-stayed bridge Top push method construction Engineering technology Single variable control Data lightening Hydraulic engineering |
| title | Construction control of cable-stayed bridge top push method based on BIM technology |
| title_full | Construction control of cable-stayed bridge top push method based on BIM technology |
| title_fullStr | Construction control of cable-stayed bridge top push method based on BIM technology |
| title_full_unstemmed | Construction control of cable-stayed bridge top push method based on BIM technology |
| title_short | Construction control of cable-stayed bridge top push method based on BIM technology |
| title_sort | construction control of cable stayed bridge top push method based on bim technology |
| topic | Cable-stayed bridge Top push method construction Engineering technology Single variable control Data lightening Hydraulic engineering |
| url | https://doi.org/10.1007/s42452-025-06764-1 |
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