Structural Design and Static Analysis of the Cable-stayed Bridge on Xuefu Road

Bo Wang

Prestress Technology ›› 2023, Vol. 1 ›› Issue (2) : 63 -71.

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Prestress Technology ›› 2023, Vol. 1 ›› Issue (2) :63 -71. DOI: 10.59238/j.pt.2023.02.006
Design and Construction
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Structural Design and Static Analysis of the Cable-stayed Bridge on Xuefu Road
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Abstract

The cable-stayed bridge on Xuefu Road is a single-pylon spatial double-cable-plane cable-stayed structure with a main span of 160 m. The main girder is a PK-section flat steel box girder, while the main pylon is made from reinforced concrete. With a width ranging from 46.1 to 57.5 m, it is currently the widest single-pylon cable-stayed bridge with steel box girder in China. A comprehensive review has been conducted on the structural design and static analysis of the cable-stayed bridge on Xuefu Road, which can provide a reference for future projects of a similar nature.

Keywords

single-pylon cable-stayed bridge / steel box girder / structural design / static analysis

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Bo Wang. Structural Design and Static Analysis of the Cable-stayed Bridge on Xuefu Road. Prestress Technology, 2023, 1 (2) : 63-71 DOI:10.59238/j.pt.2023.02.006

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Chen, M. Development and Prospects of Cable-stayed Bridges. Journal of China & Foreign Highway 2006, 76-86, doi: 10.3969/j.issn.1671-2579.2006.04.023.

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Li, X. Study for Design Theories of Single Pylon Cable-stayed Bridges. Tongji University, Shanghai, 2006.

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