The “<i>M</i> and <i>P</i>” Technique for Damage Identification in Reinforced Concrete Bridges

The “<i>M</i> and <i>P</i>” Technique for Damage Identification in Reinforced Concrete Bridges

The seismic damage in reinforced concrete bridges is identified in this study using the “<i>M</i> and <i>P</i>” hybrid technique initially developed for planar frames, where <i>M</i> signifies “Monitoring” and <i>P</i> denotes “Pushover analysis”. The...

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Bibliographic Details
Main Authors: Athanasios Bakalis, Triantafyllos Makarios, Vassilis Lekidis
Format: Article
Language:English
Published: MDPI AG 2024-01-01
Series:Infrastructures
Subjects:
reinforced concrete bridges
damage identification
instantaneous eigenfrequency diagram
pushover capacity curve
seismic target deck displacement
bridge plastic mechanism
Online Access:https://www.mdpi.com/2412-3811/9/2/18

Internet

https://www.mdpi.com/2412-3811/9/2/18

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