Assessment of Risks during Large-Span Steel Truss Arch Bridge Construction

Wei Zhou Li; Zhong Ju Feng; Dong Liang Xun; Sheng Rong Zuo; Xiao Jun Che; Yang Wang; Cheng Chen

doi:10.4028/www.scientific.net/AMM.361-363.1353

Paper Titles

A Simplified Linear Approach for Elastic Collision Analysis between the Fixed Middle Pier and the 2-Span Continuous Girder
p.1335

Analysis on Vehicle-Bridge Coupling Vibration of FRP Deck and Steel Girders Bridge
p.1339

Theoretical Study of the Spherical Bearing Rotational Torque
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Stability Impact Analysis of Random Dead Load Distribution to T-Rigid Frame Bridge Swivel Construction
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Assessment of Risks during Large-Span Steel Truss Arch Bridge Construction
p.1353

Research of Inservice Arch Bridge Superstructure Damage Status and Evaluation Index System
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Study on the Full Scale Model Test for Pylon Segment of Cable-Stayed Bridge
p.1362

The Design of a Vibration Reduction Test Platform of the Rigid Hinge Expansion Joint of Jiashao Bridge
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Behavior Response Analysis of Long Span Rigid-Frame Bridge Considering Construction Error
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 361-363Assessment of Risks during Large-Span Steel Truss...

Assessment of Risks during Large-Span Steel Truss Arch Bridge Construction

Abstract:

Chongqing Chaotianmen Bridge is by far the world's largest three-span continuous half-through double-layer steel truss tied arch bridge. Risk evaluation and risk analysis are made to the bridge during construction period. At the same time, various measures are taken to avoid construction risks and accidents. The principal line of risk controls is clear with reasonable control measures. Chongqing Chaotianmen Bridge was completed and available for traffic on April 29, 2009, its various technical and quality indicators are in accordance with design and specifications.

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Periodical:

Applied Mechanics and Materials (Volumes 361-363)

Pages:

1353-1357

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.361-363.1353

Citation:

Cite this paper

Online since:

August 2013

Authors:

Wei Zhou Li*, Zhong Ju Feng, Dong Liang Xun, Sheng Rong Zuo, Xiao Jun Che, Yang Wang, Cheng Chen

Keywords:

Construction, Large-Span, Risk Assessment, Steel Truss Arch Bridge

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* - Corresponding Author

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