Visual Safety Evaluation of Bridges Based on the Straight Lines Failure Envelope Theory

Article Preview

Abstract:

The paper deduced visual safety evaluation models in each layer under the action of internal forces for the pole bracing system of bridge structure ,based on failure envelope theory. It calculated and analyzed the actual Xugou especially big bridge project with these evaluation methods. Analyzed visibility graph of bridge structure, tried to find out directly concrete distribution and the safety degree of structure on visible group points in intra-regional each point to corresponding coordinateof octahedral failure envelope. It can finally realize quantitative and visual safety assessment for bridge structure, and can provide necessary reference to scientific management and planning optimal maintenance scheme of bridge engineering.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1528-1532

Citation:

Online since:

December 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Liu Xiao-yao, Cai Jian.Liu Hui Bridge Damage Diagnosis..Beijing:China Communications Press, 2002, in Chinese.

Google Scholar

[2] Jun.ZHAO.Failure Envelope and Failure Assessment for Plane Frame Structures .Engineering Mechanics, 2008, 25(9):39-45, in Chinese.

Google Scholar

[3] Jun.ZHAO. Failure Envelope and Failure Assessment of Beams. Journal of Henan University (Natural Science, 2007, 37(5):533-539. in Chinese.

Google Scholar

[4] Lai S S.Post-yield hysteretic biaxial models for RC members .ACI Structural J, 1987, 84(3):235-245, in Chinese.

DOI: 10.14359/2677

Google Scholar

[5] Yu Mao-hong. Engineering strength theory .Beijing: Higher Education Press, 1999, in Chinese.

Google Scholar