Research on Damage Identification of Arch Bridges Based on Deflection Influence Line Analytical Theory

Research on Damage Identification of Arch Bridges Based on Deflection Influence Line Analytical Theory

There is no analytical solution to the deflection influence line of catenary hingeless arches nor an explicit solution to the deflection influence line difference curvature of variable section hingeless arches. Based on the force method equation, a deflection influence line analytical solution at an...

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Bibliographic Details
Main Authors: Yu Zhou, Meng Li, Yingdi Shi, Chengchao Xu, Dewei Zhang, Mingyang Zhou
Format: Article
Language:English
Published: MDPI AG 2023-12-01
Series:Buildings
Subjects:
hingeless arch
analytical solution
deflection influence line
differential curvature
damage identification
Online Access:https://www.mdpi.com/2075-5309/14/1/6

Internet

https://www.mdpi.com/2075-5309/14/1/6

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