Seismic Performance Assessment of Deteriorated Two-Span Reinforced Concrete Bridges

Seismic Performance Assessment of Deteriorated Two-Span Reinforced Concrete Bridges

Abstract This paper presents a nonlinear analysis procedure for the seismic performance assessment of deteriorated reinforced concrete bridges using a modified damage index. A finite-element analysis program, RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), is used to a...

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Bibliographic Details
Main Author: Tae-Hoon Kim
Format: Article
Language:English
Published: SpringerOpen 2022-01-01
Series:International Journal of Concrete Structures and Materials
Subjects:
deteriorated
reinforced concrete
bridge
seismic performance
modified damage index
Online Access:https://doi.org/10.1186/s40069-022-00498-9

Internet

https://doi.org/10.1186/s40069-022-00498-9

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