0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

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

 Structural Performance and Cost Analysis of Multi-span Extradosed Cable-Stayed Bridge
Author(s): , , , ,
Presented at IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, published in , pp. 387-395
DOI: 10.2749/nanjing.2022.0387
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (PDF) 0.24 MB

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...
Read more

Bibliographic Details

Author(s): (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: conference paper
Language(s): English
Conference: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Published in:
Page(s): 387-395 Total no. of pages: 9
Page(s): 387-395
Total no. of pages: 9
DOI: 10.2749/nanjing.2022.0387
Abstract:

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.

Keywords:
composite beam corrugated steel web extradosed cable-stayed bridge structural performance economy cost
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
License:

This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner.