Application of the Pre-stressed Concrete Box-girder with Corrugated Steel Webs in Bridge Engineering in China
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Bibliographic Details
| Author(s): |
Li Shuqin
Zhu Kunning Wan Shui |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Published in: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 592-593 | ||||
| Total no. of pages: | 7 | ||||
| Year: | 2008 | ||||
| DOI: | 10.2749/222137908796294090 | ||||
| Abstract: |
The pre-stressed composite box-girder with corrugated steel webs is a new kind structure, which includes corrugated steel webs, external pre-stressed cables and shear connectors that connect the corrugated steel webs and the concrete flange slab. In recent years more and more attention has been given to this kind structure and important achievement has been got in bridge engineering in China. In this paper three pre-stressed composite box-girder bridges with corrugated steel webs in China are introduced. Design experiences about the bridges are summarized, and their construction are discussed. |
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| Keywords: |
structural design corrugated steel webs continuous box-girder bridge
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