Journal
STRUCTURAL ENGINEERING INTERNATIONAL
Volume 28, Issue 2, Pages 178-184Publisher
IABSE
DOI: 10.1080/10168664.2018.1453760
Keywords
suspension and cable-stayed cooperation system; self-balance; non-falsework construction; configuration transformation control; process analysis
Funding
- Natural Science Foundation of Shaanxi Province [2017JQ5013]
- Fundamental Research Funds for the Central Universities of China [310821172006]
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Dongtiao River Bridge in Huzhou, China is a new type of bridge based on a spatial cable self-anchored suspension and cable-stayed cooperation system. A temporary pylon-girder anchorage method is proposed in order to build a girder without falsework and thus avoid interruptions to the operation of the shipping channel. A temporary crossbar method is developed to transform the configuration of the cable system from a plane to a 3D curve, thus preventing buckling damage to hangers in the hanging girder segments. With the unique characteristics of the structure system and the innovative construction method, self-anchored cable-supported bridges can be improved.
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