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Web of Proceedings - Francis Academic Press
Web of Proceedings - Francis Academic Press

Study on Fatigue Resistance Optimum Design of Steel-concrete Composite Beam Cable-stayed Bridge Deck

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DOI: 10.25236/icceme.2019.004

Author(s)

Liu Zhaohui

Corresponding Author

Liu Zhaohui

Abstract

Under the background of social and economic development, steel-concrete composite girder cable-stayed bridge, as a new building structure, greatly improves the public's traffic convenience. Based on bridge engineering design and construction, combined with the characteristics of steel-concrete composite girder cable-stayed bridge deck, this paper draws a fatigue-resistant plan of steel-concrete composite girder cable-stayed bridge deck, which can avoid bridge cracking, improve the shortcoming of difficult deck pavement and shorten the construction period.

Keywords

Steel-concrete combination; Beam Cable-Stayed Bridge; Bridge deck; Fatigue; Optimize