Structural Performance and Cost Analysis of Multi-span Extradosed Cable-Stayed Bridge-Reference-Cited by-同舟云学术

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

Published:2022 Issue: Volume: Page:
ISSN:2221-3791
Container-title:IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation
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Author:

Xiong Zhihua¹,Hou Xu²,Zhu Houda¹,Liu Yuqing³,Meng Yang¹

Affiliation:

1. College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling, Shaanxi, China

2. CCCC First Highway Consultants Co. Ltd., Xi’an, Shaanxi, China

3. Department of Bridge Engineering, Tongji University, Shanghai, China

Abstract

<p>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.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference19 articles.

1. Collings D., Gonzalez A S. Extradosed and cable-stayed bridges, exploring the boundaries. Proceedings of the Institution of Civil Engineers-Bridge Engineering. 2013; 166(4): 231-239.

2. Kasuga A. Extradosed bridges in Japan.Structural Concrete. 2006; 7(3): 91-103.

3. Wang X L., Liang T., and Qi T D. Study on Cable Force Optimization for Extradosed Cable-Stayed Bridge under the Rational Completion Stage. Applied Mechanics and Materials. 2014; 501: 1170-1173.

4. Yang H., Pang Y., Tian S., and et al. Case study of the seismic response of an extra-dosed cable-stayed bridge with cable-sliding friction aseismic bearing using shake tabletests. The Structural Design of Tall and Special Buildings. 2017; 26(16): e1398.

5. Nuruzzaman A S M. Lessons Learnt From the Design and Construction of Third Karnaphuli Bridge: The First Extra-Dosed Cable Stayed Bridge of Bangladesh. Proc. IABSEJSCE Joint Conference on Advances in Bridge Engineering-II. Dhaka; 2010.

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