Seismic performance analysis of self-anchored suspension bridge steel

Ke Zhang (Wuhan Tianxingzhou Bridge Investment Development Co.,Ltd.)
Zehua Deng (Wuhan Tianxingzhou Bridge Investment Development Co.)
Wenheng Zhu (Wuhan Tianxingzhou Bridge Investment Development Co.,Ltd.)

Article ID: 44

Abstract


Self-anchored suspension bridge is composed of tower and its foundation, stiffened beam, main cable, sling, side pier and its foundation, auxiliary pierand its foundation. The performance and importance of the components of the bridge are different. The main tower of self-anchored suspension bridge is a very important component. Once the injury and damage occur under earthquake, it is not only difficult to inspect and repair, let alone replace. This paper calculates the seismic performance of self-anchored suspension bridge steel tower based on the application of Wuhan Gutian Bridge steel tower.


Keywords


Self-anchored suspension bridge; Steel tower; Seismic performance; Analysis

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References


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DOI: https://doi.org/10.30564/frae.v1i2.44

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