Deformation and Stress Analysis of an Asymmetric Single Tower Cable-Stayed Bridge on High Speed Railway in Swiveling Process

Ru Deng Luo; Hai Long Wang; Jie Hui Hu

doi:10.4028/www.scientific.net/AMR.1079-1080.359

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1079-1080Deformation and Stress Analysis of an Asymmetric...

Deformation and Stress Analysis of an Asymmetric Single Tower Cable-Stayed Bridge on High Speed Railway in Swiveling Process

Abstract:

In this paper, we have studied a bridge with span-arrangement 112m+80m+32m,which is a three-span single-tower double cable plane swivel cable-stayed bridge. The bridge girder use channel section and bridge tower and girder consolidate an inverted Y-shaped structure in both directions. 112m + 80m main beams adopt swiveling construction. The bridge structure is novel, loading is complex. This thesis will systematically study the mechanical performance of the bridge in swiveling process.

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Periodical:

Advanced Materials Research (Volumes 1079-1080)

Pages:

359-363

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1079-1080.359

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Online since:

December 2014

Authors:

Ru Deng Luo, Hai Long Wang, Jie Hui Hu

Keywords:

Asymmetric Single Tower, Deformation, Stress Analysis, Swivel Cable-Stayed Bridge

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