Research of Inservice Arch Bridge Superstructure Damage Status and Evaluation Index System

Ke Chao Zhang; Jian Zhang Chen; Han Wan Jiang; Hai Qiang Liu

doi:10.4028/www.scientific.net/AMM.361-363.1358

Paper Titles

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

Theoretical Study of the Spherical Bearing Rotational Torque
p.1344

Stability Impact Analysis of Random Dead Load Distribution to T-Rigid Frame Bridge Swivel Construction
p.1348

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
p.1358

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
p.1366

Behavior Response Analysis of Long Span Rigid-Frame Bridge Considering Construction Error
p.1370

Shear Stress Distribution and Deflection of Preflex I-Girder with Corrugated Steel Web
p.1374

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 361-363Research of Inservice Arch Bridge Superstructure...

Research of Inservice Arch Bridge Superstructure Damage Status and Evaluation Index System

Abstract:

Scientific and integrated index system is a basic approach to accurately assess actual structure state of inservice arch bridge. It could provide clear evaluation guidance to assessment work of existing bridges. What is more, it is aimed to avoid or reduce erroneous and omission judgement phenomenon of bridge damage assessment by the grassroots-level maintenance workers. Based on summation of variety common damage in common arch bridges, this paper adopts AHP (analytic hierults are aimed to provide effective method and basis to long-term, persistent damage evaluaarchy process) method to establish arch bridge superstructure damage evaluation model with structure member (or component), the restion of inservice arch bridge.

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Periodical:

Applied Mechanics and Materials (Volumes 361-363)

Pages:

1358-1361

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.361-363.1358

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Online since:

August 2013

Authors:

Ke Chao Zhang, Jian Zhang Chen, Han Wan Jiang, Hai Qiang Liu

Keywords:

Damage, Evaluation Index System, Inservice Arch Bridge, Superstructure

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References

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