Behavior Response Analysis of Long Span Rigid-Frame Bridge Considering Construction Error

Shu Fen Ma; Xie Dong Zhang

doi:10.4028/www.scientific.net/AMM.361-363.1370

Paper Titles

Assessment of Risks during Large-Span Steel Truss Arch Bridge Construction
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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
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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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Shear Stress Distribution and Deflection of Preflex I-Girder with Corrugated Steel Web
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Transverse Analysis about Curved Continuous Rigid Frame Bridge Cantilever Concreting Construction Process
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The Nonlinear Finite Element Analysis of Prestressed Concrete Box Girder
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Analysis on Natural Vibration and Dynamic Response of Footbridge
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 361-363Behavior Response Analysis of Long Span...

Behavior Response Analysis of Long Span Rigid-Frame Bridge Considering Construction Error

Abstract:

From the aspect of accumulated construction error of the bridge, the inaccuracy analysis method was put forward. Considering the two kinds of construction error case in construction stage, the inaccuracy response numerical model was built. The error effect to the bridge was researched quantitatively and qualitatively. The results demonstrate that more attention should be paid to the effects of two kinds of construction error on the stress and deformation of bridge. The study of sensitivity analysis of structural damage cases should also be engaged in the design and construction stage for the optimal reliability.

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Periodical:

Applied Mechanics and Materials (Volumes 361-363)

Pages:

1370-1373

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.361-363.1370

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Online since:

August 2013

Authors:

Shu Fen Ma, Xie Dong Zhang

Keywords:

Behavior Response, Construction Error, Rigid-Frame Bridge

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