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Structural Performance and Cost Analysis of Multi-span Extradosed Cable-Stayed Bridge

 Structural Performance and Cost Analysis of Multi-span Extradosed Cable-Stayed Bridge
Autor(en): , , , ,
Beitrag für IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, veröffentlicht in , S. 387-395
DOI: 10.2749/nanjing.2022.0387
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To investigate the structural performance and economic applicability of multi-span extradosed cable-stayed bridge, a comparative scheme of composite beam with corrugated steel web was designed base...
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Bibliografische Angaben

Autor(en): (College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling, Shaanxi, China)
(CCCC First Highway Consultants Co. Ltd., Xi’an, Shaanxi, China)
(College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling, Shaanxi, China)
(Department of Bridge Engineering, Tongji University, Shanghai, China)
(College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling, Shaanxi, China)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Veröffentlicht in:
Seite(n): 387-395 Anzahl der Seiten (im PDF): 9
Seite(n): 387-395
Anzahl der Seiten (im PDF): 9
DOI: 10.2749/nanjing.2022.0387
Abstrakt:

To investigate the structural performance and economic applicability of multi-span extradosed cable-stayed bridge, a comparative scheme of composite beam with corrugated steel web was designed based on the Wangjia River Bridge, which was an extradosed cable-stayed bridge with prestressed concrete girder built in Shaanxi. Spatial finite element models of the whole bridge were established by CSIBridge for extradosed cable-stayed bridge with two different sections of girder. Considering the influence of p-Δ effect, the vertical and horizontal deformation and the governing sections of the two forms were analyzed and compared. The material consumption of steel, concrete and steel strand of the extradosed cable-stayed bridge with corrugated steel web was calculated. The material consumption of the two schemes was compared. The differences in structural performance and economic cost for the two structures were explored. It’s expected to provide a reference for the tender design of multi-span extradosed cable-stayed bridges with similar span length.

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