Optimization of Dead Load State in Earth-Anchored Cable-Stayed Bridges
Bin Sun, Rucheng Xiao
(Department of Bridge Engineering, Tongji University, Shanghai 200092, China)
Abstract:
In order to determine the reasonable completed dead load state in earth-anchored cable-stayed bridges, a practical method is proposed. The method is based on the rigidly supported continuous beam method and the feasible zone method, emphasizing on the mutual effect between the self-anchored structural parts and the earth-anchored ones. Three cable-stayed bridge models are designed with the main spans of 1 400 m, including a partially earth-anchored cable-stayed bridge, a cable-stayed-suspension bridge and a fully self-anchored cable-stayed bridge, in which the C50 concrete and Q345 steel are adopted. The partially earth-anchored cable-stayed bridge and the cable-stayed-suspension bridge secure lower compressive force in the girder than the fully self-anchored cable-stayed bridge by 25 percent at least. The same is for the material consumption of the whole bridge. Furthermore, the anchor volume is more than 20% lower in the partially earth-anchored cable-stayed bridge than that in the cable-stayed-suspension bridge. Consequently, the practical span of cable-stayed bridges can be accordingly extended.
Key words: cable-stayed bridge partially earth-anchored cable-stayed bridge cable-stayed-suspension bridge reasonable completed dead load state
DOI:10.11916/j.issn.1005-9113.2015.03.013
Clc Number:U442; U448.27
Fund:
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Optimization of Dead Load State in Earth-Anchored Cable-Stayed Bridges
本站小编 哈尔滨工业大学/2019-10-23
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